The URL can be used to link to this page

Home My WebLink About44327-Z �O�Vlr F 01�'�'pGy Town of Southold 4/29/2021 a , P.O.Box 1179 H 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41988 Date: 4/29/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1671 Meadow Beach Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 116.4-16.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/24/2019 pursuant to which Building Permit No. 44327 dated 10/23/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including nonhabitable storage loft,to existing acccessorygarage as applied for per ZBA #7148,dated 6/21/2018. The certificate is issued to McGoldrick,Neil&Amy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44327 12/22/2020 PLUMBERS CERTIFICATION DATED Aut o ' e Signature TOWN OF SOUTHOLD �gUFFD(�co BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy . o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44327 Date: 10/23/2019 Permission is hereby granted to: McGoldrick, Neil 86 2nd St Garden City, NY 11530 To: construct additions and alterations to existing accessory garage as applied for per DEC, Trustees &ZBA approvals. At premises located at: 1671 Meadow Beach Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 116.4-16.4 Pursuant to application dated 9/24/2019 and approved by the Building Inspector. To expire on 4/23/2021. Fees: ACCESSORY $221.20 CO -ADDITIONS TO ACCESSORY BUILDINGS $50.00 Total: $271.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or • topographic features. 2. Final Approval fronn Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used ni,system contains less than 2/10 of 1%lead. 5. Connnercial building, industrial building,multiple residences and similar buildings and installations.a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,X957)non-conforming uses,or buildings and"pre-existing"land uses: L. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4.. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. September 17, 2019 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1671 Meadow Beach Lane Mattituck House No. Street Hamlet Owner or Owners of Property: (Veil T. McGoldrick & Amy McGoldrick Suffolk County Tax Map No 1000, Section 116 Block 04 Lot 16.4 Subdivision Filed Map. Lot: Permit No. 0� Date of Pennnit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 50 F pplicant Signature 1S s SEP3 0 2019 T- FTC T (Where the Applicant is not the Owner) I/We Neil T. McGoldrick&Amy McGoldrick residing at 86 Second Street (Print property owner's name) (Mailing Address) Garden City, NY 11530 do hereby authorize Tom Samuels (Agent) Samuels and Steelman Architects to apply on my behalf to the Southold Building Department. (Owner's Signature) (Dat6) Neil T. McGoldrick �Print Owner's am ) �A�111,q -Ld Own SSig'not /(Date) Amy McGoldrick (Print Owner's Name) *Vjf Sig Town Hall Annex s2� b . ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-09590 4° -y �® sean.devlin(a-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Neil McGoldrick Address: 1671 Meadow Beach Ln city Mattituck st: NY zip: 11952 Building Permit#: 44327 section: 116 Block: 4 Lot 16.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA, Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 14 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures 11 Pump Other Equipment. Notes: Garage and Finished Room Over Garage Inspector Signature: �� Date: December 22, 2020 S.Devlin-Cert Electrical Compliance Form As a0F SOUTyO - - - # # TOWN OF SOUTHOLD BUILDING"DEPT. 765-1802 INSPECTION JVJ FOUNDATION 1ST [ ] ROUGH PLBG. .FOUNDATION 2ND [ ] INSULATIOWCAUL-KING [v f FRAMING /STR G [ ] FINAL FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION'; v [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] 'ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODEVIOLATION ] PRE C/O REMARKS: ti lb T or—V ur DATE INSPECTO a0FSo//ly - l 1 72 E7 k& ( I / " le,;,JoW �o� olo f # TOWN OF SOUTHOLD BUILDING DEPT. co 765.1802 INSPECTION- :11 ] FOUNDATION 1ST [ ] ROUGH PL13G. [ - ] :FOUNDATION 2ND [ ] -INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATIO44A4t [ ] PRE C/O REMARKS: DATE / INSPECTOR qf s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PL13G. I FOUNDATION 2ND OULATIOWCAULKING FRAMING/STRAPPING IdFINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION 'FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION P REMARKS: qlaAj(jc, DATE 70-1v INSPECTOR u61 a SOUjyOI * TOWN OF SOUTHOLD BUILDING-DEPT._ cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ /ROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: V, - Ift . S ? DATE INSPECTOR sollIzz 9 2—,7 ( ( M e a pi� # # TOWN OF SOUTHOLD BUILDIN DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]-FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] -FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) D&ELECTRICAL (FINAL) [ ] CODE VIOLATION f ] PREc/o �- REMARKS: 1AC MOM ojfSZQ6j9C,:� AA 0,0,P-4 A- e�, oven j '.'j r-4064 ��2f /go imaxe dt lo W r ` ll - D DATE INSPECTOR w ro �.-ZF Soalyo # # TOWN OF SOUTHOLD BUILDING DEPT: co 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ NAL Ae,, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O MARKS: [ [ DATE 3 y INSPECTOR O�aOf SO(/Ty0 9 Li�2,,/� # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] "FIREPLACE &'CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE � INSPECTOR S A M U E L S & NOV 2 7 2019 S T E E L M A N November 27, 2019 Southold Town Building Department Main Road Southold, NY 11971 Re: McGoldrick Accessory Building 1671 Meadowbeach Lane, Mattituck Building Permit#44327 1 have been administering the construction at this project, and can hereby CERTIFY the new footings and foundation. They meet the requirements of the construction documents, Building Permit and Code. The existing foundation remains, per the original Building Permit. Thank you, '�Xo OR/C 41 CO 0 as M0 06� CIA QG Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N . . . . . . . . . . March 3, 2020 Southold Town Building DepartmentMAO - 5 2020 Main Road Southold, NY 11971 Re: McGoldrick Accessory Building 1671 Meadowbeach Lane, Mattituck Building Permit#44327 1 have been administering the construction at this project, and can hereby CERTIFY the insulation. It meets the requirements of the construction documents, submitted energy calculation, Building Permit and Code. Thank you, oop's ow m � r Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 COMMENTS lip FOUNDATION (IST) WIM V"lly, ------------------------------------- FOUNDATION (2ND) /A ROUGH F PL ENSULATAIN PER N.Y. STATE � RGY CODE Nft ADDITIONAEL commENTs W&AW1 ,B)Arm-ae., I FR A I We Mi MINE NX R.A Ml TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.uet PERMIT NO. Check Septic Form N.Y.S.D.E.C, Trustees Flood Permit Examined 1-1 20 Storm-Water Assessment Form 1 ,12 Contact: Samuels&Steelman Architects Approved16 23 20 Mail to:25235 Main Road Disapproved a/c utc ogue, NY 1193b Phone: 631 734-6405 Expiration ,20 Buil gnspector APPLICATION YOR BUILDING PERMIT SEP 2 4 2019 `' Date 20 September 17, 19 , _ INSTRUCTIONS �'a.This appl'icat'idri iVIi'� be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and d waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. - APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. d (S gnatt6 of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumber or builder Architect Name of owner of premises Neil T. McGoldrick&Amy McGoldrick (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1671 Meadow Beach Lane Mattituck ' House Number Street ' t `"'`f:F;.e',c,�14.�.i� 'di County Tax Map No. 1000 Section 10"'v, ,'Vz,.IMA — .g<.�Fe�c ��, �, ,r•, �, 'Lot 16.4 Subdivision -- l 116 ;]VIa�;' of ' --- Lot ---- r fVji n fir•, o-:�ti,%; .�� „ )sr ; 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Non-habitable Accessory Building b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building Addition Alterations_ Repair Removal Demolition Other Work $200,000 (Description) 4. Estimated Cost Fee --- (To be paid on filing this application) 5. If dwelling,number of dwelling units --- Number of dwelling units on each floor ----- If garage, number of cars 3 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. - --- 7. Dimensions of existing structures, if any:Front 22'-5" Rear 22'-5" Depth 22'-5" Height 16'-2.5" Number of Stories ONE Dimensions of same structure with alterations or additions: Front 36'-0" Rear 36'-0" Depth 22'-5" Height 22'-0" Number of Stories two 4 0- 8. Dimensions of entire new construction:Front Rear Depth+ Height Number of Stories r 9. Size of lot: Front 437.11' Rear 622.39 Depth 411.87' 10. Date of Purchase Name of Former Owner 1 l.Zone or use district in which premises are situated A/C 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOV 13. Will lot be re-graded?YES NW Will excess fill be removed from premises?YES NO V 86 2nd St., Garden City NY 11530 14. Names of Owner of premises Neil T&Amy McGoldrickAddress Phone No. Name of Architect Tom Samuels Address25235 Main Road,Cutchooue Phone NO 631 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES`w/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YESV NO IF YES,D.E.C.PERMITS MAYBE REQUIRED. (see attached) 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES V NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) Suffolk SS: COUNTY OF_� Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this r,2 Ll day of -------------- REN M M N0tw - TATE OF NEW Y � ture of Applicant No.OIMC6342306 Q17 Quitted in Suffolk County My Commission Expires May 23,2020 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 0 Mail to: p,u I Disapproved a/c Wm&(A Phone: T— Expiration Building Inspector INSAPPR � 5 APP TION FOR BUILDING PERMIT OVAL BLDG DEPT Date 1114 20_L5 TON OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building-Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur of applicant or name,if a corporation) X235 � e�d. Cut�o (Mailingad�f applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ��J MM W�t.G� kt&,-&ck House Number Street // Hamlet County Tax Map No. 1000 Section ( lp Block o Lot . T 7 } Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S'Q,M& 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ,Qp0 Fee � � (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number,of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I 7. Dimensions of existing structures, if any: Front �?/, 1 Rear sz' Depth 4" Height Number of Stories Iit.5? Dimensions of same structure with alterationsr additions: Front Rear 3�•© Depth 22.4 1 Height 21 •� Number of Stories ty0 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 1137 / Rear 1�j2.�q Depth 4A.8 7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated A 6 12. Does proposed construction violate any zoning law, ordinance or regulation?YES / NO 13. Will lot be re-graded? YES NO 1/ Will excess fill be removed from premises?YES ✓ NO 14.Names of Owner of premises, KA&(5V 16 Address C! -Phone No.l'I j� Z*V 7AN Name of Architect,Cd AUOS gt &+- eej Wt" Address o Phone No 'i3 q� (gyp C Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSafFo k, 1y 0144,E C. �&MV,& S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named,edV, -}- (S)He is the T1 W+ ,Ct 1 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �h day of A6&Mber20L_ TRACEY L.D+NNTY ZC1W NOTARY PUBLIC,STAT (TNotary Public NO.01DW63Signature of Applicant QUALIFIED IN SUFF COMMISSION EXPIRES JUNE 30,2D-1 V9 'OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? FOWN HALL Board of Health 3OUTHOLD,NY 11971 4 sets of Building Plans EEL: (631) 765-1502 Planning Board approval/ FAX: (631) 765-9502 Survey 9outho1dTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees / C.O.Application Flood Permit Examined 20 Single& •eparate ll� Storm- ater Assessment Form L/ Cont Ct: Approved 1 20 M Ito: i proved / Phone:4 6 405 Expiration ,20 D [ COV D Building nspector MAY 2016 APPLICATION FOR BUILDING ER1VH BUILDING DEPT. Date 20—k TOWN OF SOUTHOLA INSTRUCTION a.This application MUST be comp etely filled in by typewriter•or. in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee\ccording to schedule. b.Plot plan showing location of lot an of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application , ay not be commenced before issuance of Building Permit. d.Upon approval of this application,the 'uilding Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspecti throughoul/he work. e.No building shall be occupied or used in hole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the wor authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fro- such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building InIector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be requi ed. APPLICATION IS HEREBY MADE to the BuildmN)epartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additionsAr alt e� tions or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,��ilding code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary mspections. l (Signa a of applicant or name,if a corporation) (Mailing address of app ant) State whether applicant is owner, lessee agent, architect, engineer, ge eral contractor, electrician,plumber or builder Name of owner of premises / mo A- ! plc &.oUr ide (As on the tax roll or latest deed) If applicant is a corporation, signatT of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propos d work will be done: 101 House Number Street V17WN3 A'>HdifItet �Pljq;jrl-jot, County Tax Map No. 1000 Sectiono� �or�ar,lc soi 3�tib Lot .0 _�4,?;�.��<Le c.atic{rr• s:la� �;rtasda3` Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of pro used construction: a. Existing use and occupancy S ` Dfi S [ ' b. Intended use and occupancy rK aml=& Nature of work(check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) Estimated Cost (50,00c) Fee ``,, � (To be paid on filing this application) If dwelling,number of dwelling units �v/-A Number of-dwelling units on each floor If garage, number of fi�u—, If business, commercial or mixed occupancy, specify nature and extent of each type of use. mlJA - - ,I�CC{.SS�va•S � 221��11 Dimensions of ekisting!structures, if any: Front �i2Il Rear —Depth Height 1' I-q 1� Number of Stories oL1.e, F-41 Dimensions1of same structure with alterations or additions: Front i(Rear, of Depth Z�it�it Height Z( ir� " Number of Stories 'f-wo �� 4;, 3. Dimensions of entire new construction: Front Rear `Depth Height Number of Stories I 1. Size of lot: Front �� ( Rear o' �a�� Depth l0. Date of Purchase Name of Former Owner L 1.Zone or use district in which premises are situated -A 12. Does proposed construction violate any zoning law, ordinance or regulation? YES %/ NO 13. Will lot be re-graded?YES NO ✓ Will excess fill be removed from premises?YES NO 14.Names of Owner of premises M b1A I CkAddressVAt Try -Phone No. Name of Architect�1tIJA S -' S Pei l daO Address Phone No d (n 4:05 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t1/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUN'T'Y OFLGg o I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the �ect (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this � / // LA- day of I/�A 20 /(o sABi"NA M BORN tori►public,Stat®of New York 6317038 Notary Public Qualified in Suffolk County Signature of Applicant Commission Expires Dec.22,2018 4 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK 1 PERMIT NO.9460 DATE: MAY 15,2019 ISSUED TO: NEIL&AMY McGOLDRICK PROPERTY ADDRESS: 1671 MEADOW BEACH LANE.MATTITUCK SCTM#1000-116-4-16.4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 15,2019,and in ' consideration of application fee in the sum of$250.00 paid by Neil & Amy McGoldrick and subject'to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 495sq.ft.garage to be renovated and two-story addition constructed to existing garage;total size of garage 361x22.5' (758sq.ft.);for the as-built existing structures consisting of a 2,342sq.ft.two-story dwelling; at-grade irregularly shaped wood decks with wood planter,covered deck with outdoor grill and pool equipment 2,263sq.ft.;in- ground pool,441x151,hot tub 81x8' and kiddy pool 141x15':total sq.ft.969sq.ft.;and existing pool fence enclosure;with the condition to establish and perpetually maintain a 10'wide non- turf buffer from the bocce ball court to the north and to the south of bocce ball court;and as depicted on the revised site plan prepared by Samuels&Steelman Architects last dated June 10,2019,and stamped approved on June 11,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of the 111h day of June,2019. V r t _ y Glenn Goldsmith,President U Town Hall Annex Michael J.Domino 54375 Route 25P.0-Box 1179 John M.Bredemeyer IH Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams Fax(681) 765-6641,---,,— BOARD OF TOWN TRUSTEES MAK2 6 2021 TOWN OF SOTJTHOLD CERTIFICATE OF COMPLIANCE # 1779C Date: Dec6rh r 3,2020 THIS CERTIFIES that the existing 495sq.ft. garage 6 to be renovated and tw6-story addition constructed'to existing garage:total size of garage 36'x22.5' (75 8sq.ft.); for the as-built existing structures consisting-of a 2,342sg.fit. two-story dwelling at-grade iriegufa,rly shaped wood decks` with wood,planfer, 'covered deck with outdoor grill and pool equipment 2,20aft,in-ground pool 44'xl 5'.hot t6 8'-x8' and Iddd- ftand exiking pool Pmice pool 14'xl5':toW sgift. 969sq. enclosure, with the condition-to establish and perpetually maintain a 10, wide non-turf buffer from,the bocce ball court to the north and to the south of bocce ball court; At 1671 Meadow Beach Lane, Mattituck Suffolk County Tax Map#1000-116-4-16.4- Conforms 1000-116-4-16.4- Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 21,2019 pursuant to which Trustees Wetland Permit#2460 Dated May 15,2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the-existing,495sq.ft. garage to be renovated and two-story addition constructed to existing garage:total size of garage 36'x22:5' (75 8sg for the as-built existing structures consisting of a 2,342sg.ft-.,two-story dwelling;-at-grade irregular)y shaped wood d6cks with wood planter-'covered deck with outdoor grill-and pool equipment 2,263sqA.• in-gr6und pool 44'x15'.bot tub 8'x8' and kiddy pool WxW: total s�.ft, 969sq.ft.; and existing-pool fence,enclosure;with,the condition to establish and perpetually' maintain a 10' wide non-turf buffer from the bocce ball court to the north and.to-the south of bocce ball court. The ceitificate is issued to Neil&Amy McGoldrick owners of the aforesaid property. /az -:�L 1 t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVA'i.ON Facility DEC ID 1-4738-00265 PERMIT Under the Environmental Conservation Law (_ECL) _ Permittee and Facility Information Permit Issued To: Facility: NEIL MCGOLDRICK MCGOLDRICK PROPERTY 86 2ND ST 1671 Meadow Beach LnISCTM 100-116-04-16.4 GARDEN CITY,NY 11530 Matt tuck, NY 11952 Facility Application Contact: PATRICIA C MOORE - 51020 MAIN RD SOUTHOLD,NY 11971 (631)765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 710.0884790161761 NYTM-N: 4540.508875891171 Latitude: 40059`19.4" Longitude: 72°30'09.0" Authorized Activity: Renovate existing 495 square foot garage and add a two-story addition onto existing garage: increasing the overall footprint to 758 square feet. Install two drywells. Approved plans were prepared by Thomas C. Samuels,last revised 06/10/19 and,stamped NYSDEC approved on 06/13/19. Permit Authorizations I Tidal Wetlands-Under Article 25 Permit ID 1-4738-00265/00019 New Permit Effective Date: 6/13/2019 Expiration Date: 6/12/2024 ` ---------____------ NYSDEC Approval Approval f By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this' permit. Permit Administrator:JOHN A W1F1.AN_T?, )cpuiy Regional Permit Administrator Address: NYSDEC Region 1`l-icadquarters SUNY qui` St.Qny Arook150 Circle R ,. Stony BrWk, NY 1 1790 - 409 Authorized Signature: Page 1 of 6 ♦ l ♦ NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ew Facility DEC ID 14738-00265 l3istribution List PATRICIA C MOORE Marine Habitat Protection JOHN A VIELAND Permit,Components-_._ _.. _...___ . __._�_•__._____.__ - - NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOITFICATION OF OTHER PERMIT FE OBLIGATIONS J�IATURAL RESOURCE PERMIT CONDITIONS- Apply to the Following Permits: TIDAL WETLANDS I 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Description of Authorized Activity. N YSDEC does not, issue after-the-fact or as-built permits. This permit does not authorize activities,or legitimize the existence of structures,which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance• with the approved plans submitted by the applicant or applicant's agent as part of the permit application. ,Such approved plans were prepared by Thomas C. Samuels,last revised 06/10/19 and stamped NYSDEC approved on 06/13/19 . r 3. Notice of Comirteace ent At least 48 hours prior to couutieinwer,3 mt of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully mare of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the foml must also be signed and returned,along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather, 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVA'I i'ON 'Row Facility DEC ID 1-4738-00265 6. Accessory Structures Must-Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands,or structures in the adjacent area but located less than 75 feet from the wetland boundary,are not authorized. 7. Development Restrictions New accessory structure construction projects authorized by this permit must meet all of'the applicable development restrictions of 6 NYCRR Part 661.6(a)(1), (4)and(7): -The 75 foot minimum wetland setback requirement for all principal structures and all non-%Vater- dependent structures exceeding 100 square feet in area. -The 20%maximum adjacent area coverage limitation for imper6ous structures and surfaces. -The 75 foot minimum wetland setback requirement for all hard surface driveways,roads,parking,areas and similar impervious surfaces exceeding 500 square feet in area. 8. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater. than 25 feet seaward of the approved structure is prohibited. \ 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetlind boundary,or as per the NYSDEC-approved plan,prior to commenceir-ent of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Contain'Exposed,,Stockpiled Soils All disturbed areas where soil will be temporarily cxposed'or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales:silt curtains(or other NYSDEC appro'sred devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first, 13: Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event.All drywelis shall be located a minimum of 75 feet landward of the tidal wetland boundary. 14. Clean Fill Only All fill shall consist of clean sand, gravel,or soil(not asphaalL stag,11yash, broken concrete or demolition debris). 15. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. Page 3 of 6 ' NEW YORK STATE DEPARTMENT OF(ENVIRONMENTAL CONSERVA7 fON Facility DEC ID 1-4738-00265 16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 18. Concrete Leachate 'During construction,nb wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, - lubricants, epoxy coatings;paints,,concrete,leachate or any other environmentally deleterious materials associated with the project. 24. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby tnuthorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may - lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. i 21. State May Order Removal or Alteration of Work If future operations by the State of New York require an a]t+tration in the position of the structure or work herein authorized,or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted stricture or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claire shall be made against the State of New York on account of any such removal or alteration. 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertakers by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to coinpensation shall accrue from any such damage. Page 4 of 6 NEIN YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVA1rr3N � p Facility DEC ID 1-4738-00265 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions,must be,available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is.a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a • separate written application to the Deputment for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental,information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Sulhmission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SUNY.@ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a reneAal application at least 30 , days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application;, d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing pen-nit; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00265 e., noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity., L 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. , NOTIFICATION OF_OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold han-nim the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents("DEC") for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This in.demniffica-Aian does not extend to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to'Comply with Permit The permittee is responsible for informing its independent contractors, employees. agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,casements and rights-of- way ights-ofway that may be required to carry out the activities that are authorized by this permit. Item A: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any,right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person nota party to the permit. Page 6of6 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 25, 2,015 TO: Tom Samuels (McGoldrick) 51020 Main Road Southold,NY 11971 Please take notice that your application dated November 12, 2015: For permit to construct an addition to a nonconforming accessory garage and for the as-built deck addition and "arbor" Location of property: 1671 Meadow Beach Lane, Mattituck,NY County Tax Map No: 1000—Section 116 Block 4 Lot 16.4 Is returned herewith and disapproved on the following grounds: The proposed addition on this conforming 212,810 square foot lot (105,926 sq.ft. upland) in the Agricultural-Conservation District is not permitted pursuant to Article III, Section 280-15, which states; "In the Agricultural-Conservation District and Low-Density Residential R-80, R-1204 R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory garage addition is partially located in the side yard. The as-built arbor is partially located in the side yard and has a front yard setback of X17.5 feet, which requires a minimum front yard setback of 60 feet. The as-built deck addition has a front yard setback of±14.5 feet, which requires a minimum front yard setback of 60 feet. In addition, the as-built arbor and deck addition are not permitted pursuant to Article XXIII Section 280-116B which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to-tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The arbor is 33 feet f from the existing bulkhead and the deck addition has a setback of 22.7 feet. Authorizk Si ature Note to Applicant: Any change or deviation to the above referenced application, may require further review by-the Southold Town Building Department. CC:file, Z.B A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 25, 2015 RENEWED: May 11, 2016 TO: Tom Samuels (McGoldrick) 51020 Main Road Southold,NY 11971 Please take notice that your application dated November 12, 2015: For permit to construct an addition to a nonconforming accessory garage and for the as-built deck addition and "arbor" Location of property: 1671 Meadow Beach Lane, Mattituck,NY County Tax Map No. 1000— Section 116 Block 4 Lot 16.4 Is returned herewith and disapproved on the following grounds: The proposed addition on this conforming 212,810 square foot lot (105,926 sq.ft. upland) in the Agricultural-Conservation District is not permitted pursuant to Article III, Section 280-15, which states; "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory garage addition is partially located in the side yard. The as-built arbor is partially located in the side yard and has a front yard setback of±17.5 feet, which requires a minimum front yard setback of 60 feet. The as-built deck addition has a front yard setback of f14.5 feet, which requires a minimum front yard setback of 60 feet. irk Authoriz ure Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 25, 2015 RENEWED: May 11, 2016 RENEWED: December 1, 2017 TO: Tom Samuels (McGoldrick) 51020 Main Road Southold,NY 11971 Please take notice that your application dated November 12, 2015: For permit to construct an addition to a nonconforming accessory garage and for the as-built deck addition and"arbor" Location of property: 1671 Meadow Beach Lane, Mattituck,NY County Tax Map No. 1000— Section 116 Block 4 Lot 16.4 Is returned herewith and disapproved on the following grounds: The proposed addition on this conforming 212,810 square foot lot (105,926 sq.ft. upland) in the Agricultural-Conservation District is not permitted pursuant to Article III, Section 280-15, which states; "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory garage addition is partially located in the side yard. The as-built arbor is partially located in the side yard and has a front yard setback of±17.5 feet, which requires a minimum front yard setback of 60 feet. The as-built deck addition has a front yard setback of±14.5 feet, which requires a minimum front yard setback of 60 feet. Authoriz ignature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD, BUILDING DEPARTMENT SOUTHOLD,N. NOTICE OF DIS . PROVAL DATE: November 25, 2015 RENEWED: May 11, 2016 RENEWED: December 1, 2017 AMENDED: February 7, 2018 TO: Tom Samuels (McGoldrick) 51020 Main Road Southold,NY 11971 Please take notice that your application dated November 12, 2015: For permit to construct an addition to a nonconforming accessory garage and for the as-built deck addition with "arbor" Location of property: 1671 Meadow Beach Lane, Mattituck,NY County Tax Map No. 1000—Section 116 Block 4 Lot 16.4 Is returned herewith and disapproved on the following grounds: The proposed addition, on this conforming 212,810 square foot lot (105,926 sq.ft. upland) in the Agricultural-Conservation District, is not permitted pursuant to Article III, Section 280-15, which states; "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory garage addition is located in the side yard. The as-built deck addition with arbor has a front yard setback of 14.9 feet, which requires a minimum front yard setback of 60 feet. AuthoYIQ,Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. J OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *QF SDUry P.O.Box 1179 =54375 State Road Route 25 ,`OOl0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1809 �pQ http://southoldtownny.gov Comm D NING BOARD OF APPEALS U ) Town of Southold JUN 2 8 2018 RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION BUILDING DEPT. MEETING OF JUNE 21,2018 TJUN 2 7 20186244i;�t 6I��'��'�F�O� OLI� a n" ZBA FILE 7148 gouthold Town Clerk NAME OF APPLICANT: Neil T. McGoldrick and Amy McGoldrick PROPERTY LOCATION: 1671 Meadow Beach Lane, (Adj.to the Hall's Creek and Great Peconic Bay) SCTM#1000-116-4-16.4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 27, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 15, 2018_. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommendation that the proposed action to legalize the as built deck and arbor is EXEMPT from Coastal Consistency Review and that the proposed accessory garage addition located in other than the code required rear yard is recommended as CONSISTENT with the LWRP. OFFICE OF THE SOUTHOLD TOWN ENGINEER: The application was referred for review to the Town Engineer.The Town Engineer, in a letter dated May 18,2018, advised that 1)the proposed renovation must include drainage in compliance with Town Code Chapter 236. Proposed drainage plans can be submitted along with the -building permit application when and if the ZBA approves the garage addition. The as-built improvements should also be required to comply with Chapter 236. A shallow drainage field should be designed to accommodate the runoff from the arbor and this new drainage design should be proposed in a manner that will take any and all backwash from the swimming pool. In conclusion, it is the Town Engineer's belief that the Town's Stormwater Program and water quality of Hall's Creek would benefit from additional drainage in this area. PROPERTY FACTS/DESCRIPTION: The property is located at 1671 Meadow Beach Lane, (Adj. to the Hall's Creek and Great Peconic Bay) Mattituck,N.Y., SCTM#1000-116-4-16.4 is 212,810 square feet (4.885 acres). The southerly line of the property measures 535.30 feet and is adjacent to Great Peconic Bay, the westerly line of the property measures 411.87 feet along a'stone driveway and a 20 foot right of way for access to Great Peconic Bay, the northerly property measures 437.11 feet with the northeast portion adjacent to Hall's Creek and the easterly property measures 425.11 feet and is adjacent to Hall's Creek. The parcel is over two acres of upland and five t Page 2,June 21,2018 #7148,McGoldrick SCTM No. 10QO-116-4-16.4 acres in total with underwater land and marsh. The parcel is improved with a two-story residence with a two bay garage in the front yard, a 15ft. by 16 ft. in-ground pool, a 46 ft. by 15 ft. in-ground pool, a 8 ft. by 8 ft. hot tub, with a wood deck surrounding the pools and an attached arbor. The existing as-built arbor and deck(with attached shower) is located adjacent to the larger in ground pool on the westerly side of the property as shown on the updated survey by Nathan Taft Corwin III, L.S. dated July 13, 2016 and the Site Plan and Garage Addition prepared by Thomas C. Samuels,Architect, dated November 12, 2015. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124, and the Building Inspector's December 1, 2017, Amended February 7, 2018 Notice of Disapproval based on an application for a building permit to construct an addition to a nonconforming accessory garage, and to legalize an "as-built" deck addition and an "as-built" accessory arbor; 1) proposed accessory garage addition located in other than the code required rear yard; 2) "as-built" deck addition is located less than the code required minimum front yard setback of 60 feet; 3) "as-built" arbor is located less than the code required minimum front yard setback of 60 feet; located at: 1671 Meadow Beach Lane, (Adj. to the Hall's Creek and Great Peconic Bay)Mattituck,NY. S CTM#1000-116-4-16.4. RELIEF REQUESTED: The applicant requests variances to construct an addition to a nonconforming accessory garage and to legalize the "as-built" deck with "as-built" arbor at 1671 Meadow Beach Lane, Mattituck, N.Y., SCTM#1000-116-4-16.4. The proposed addition on this conforming 212,810 square foot lot (105,926 square foot upland) in the Agricultural-Conservation District, is not permitted pursuant to Article III, Section 280-15, which states; "in the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory building and structure or other accessory uses shall be located in the required rear yard." The proposed accessory garage addition is located in the side yard. The "as-built" deck addition with "as-built" arbor has a front yard setback of 14.9 feet, which requires a minimum front yard setback of 60 feet, as shown on the updated survey by Nathan Taft Corwin III, L.S. dated July 13, 2016 and the Site Plan and Garage addition drawn by Thomas C. Samuels, Architect. The garage will expand from 2 bays to 3 bays (13 by 22 feet) with a loft for storage and conform to the design of the residence as shown on the Site Plan drawings by Thomas C. Samuels, Architect. ADDITIONAL INFORMATION: Board members inquired about two outdoor showers that were identified during a recent site visit, and asked the applicant's representative if the showers will remain. The applicant promptly responded via email correspondence on June 7, 2018 indicating that the shower attached to the arbor will remain,while the shower attached to the garage will not remain. The Board members and applicant also discussed the existing poor condition of the accessory garage, the prospect of an unintended demolition, and the applicant's responsibility to reapply to this Board, if demolition is warranted. Also noted during the hearing, no drainage is in place, therefore the applicant will be required, per Town Engineer's comments,to submit drainage plans. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 7,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(I). Grant of the variances or will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is accessed by and is at the end of a Page 3,June 21,2018 #7148,McGoldrick SCTM No. 1000-116-4-16.4 20 foot wide private Right Of Way. The parcel is adjacent to Hall's Creek and flagged wetlands. It is secluded and no neighbors will be affected by the proposed expansion of the as built accessory garage or the as built deck and arbor, both of which have been in existence for years without any negative impact to the community. Because of the angle of the existing house, the garage is considered as "partially located in the house's side yard". The addition to the garage improves a structure currently in disrepair with the proposed increase adding 286 sq. ft. to the structure resulting in approximately 33% increase in size. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Because of the irregular shape of the parcel, and the angle at which the house is located on the property, the accessory garage, which is proposed to be renovated and expanded, is partially in the non-conforming side yard and will therefore require variance relief. The as built deck and arbor cannot meet the code required front yard setback of 60 feet because of the proximity to tidal wetlands and Great Peconic Bay and will therefore require variance relief. 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code for the addition to the accessory garage and 75% relief from the code for both the as built wood deck and wood arbor.. However, none of the as built accessory structures can be seen from other properties and the setbacks are to a 20 foot R.O.W. which-is only used as a foot path for a few other neighbors to access Great Peconic Bay. The addition to the existing garage having an increased height (22 feet maximum) allows for a dry storage area and retains the existing setbacks from the wetlands. The "as-built deck and arbor" provide shade and space for family gatherings and they are located at a substantial distance from the Bay and wetlands. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed additions are landward of protected areas, and the as built structures are located near a dead end portion of a right of way and the improvements are isolated from neighbors. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of expanding the existing garage and making legal the "as-built deck" and "as-built" arbor, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin, III, L.S. last revised July 13, 2016 and site plan and plan elevations prepared by Thomas C. Samuels, Architect dated November 12,2015. (Plan elevations are dated October 6, 2015) SUBJECT TO THE FOLLOWING CONDITIONS: 1. All structures on the subject property (the dwelling, accessory garage, accessory arbor and all backwash from the as built swimming pool)must include drainage in compliance with Chapter 236. Page 4,June 21,2018 #7148,McGoldrick S&M No. 1000-116-4-16.4 2. No Certificate of Occupancy from the Building Department shall be issued until a drainage plan for the entire site is reviewed and approved by the Town Engineer and installed by the applicant." 3. If it is determined during construction that a demolition of the existing accessory garage is necessary,the applicant must reapply to the ZBA for additional relief, since a demolition is not a deminimus change from the relief granted herein. 4. The loft above the garage shall be used for storage only, and not be used for habitation. 5. There shall be no plumbing accessible to the storage area. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. CONDITIONS FOR"AS BUILT"IMPROVEMENTS: a4&c" 1. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s) within 30 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals or a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the '=as built" improvement(s) and submit same to the Office of the Zoning Board of Appeals within six(6)months of this decision, or a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 3. The "as built" improvement(s)may not be used until a Certificate of Occupancy has been obtained 4. At the discretion of the Board of Appeals, failure to comply with the above conditions may render this decision null and void. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date Inch variance was granted. The Board of Appeals may,upon written request prior to the date of expiration grant an extension not to exceed three (3) consecutive one(1)year terms. t Page 5, June 21,2018 #7148,,McGoldrick SdM No. 1000-116-4-16.4 Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes,Acampora, and Planamento (Member Lehnert abstained): This Resolution was duly adopted(4-1). ie Kanes eisman Chairperson Approved for filing / /2018 BOARD MEMBERS o��fjF S0(/T�ol Southold Town Hall Leslie Kanes Weisman,Chairperson Q 53095 Main Road •P.O.Box 1179 .� .� Southold,NY 11971-0959 Patricia Acampora = T Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento U + Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS `TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 October 17, 2019 Patricia Moore Attorney at Law 51020 Main Road Southold,NY 11971 RE: Request-for Extension—30 Days Appeal No. 7148,McGoldrick SCTM No. 1000-116-4-1-6.4 Dear Mrs. Moore; ) I received your correspondence of October 2, 2019 requesting an extension in order to comply with the Zoning Board's conditions (#1 &#2) which requires that your client obtain a Building Permit for the "as built" improvements within 30 days of the date of the decision, and a Certificate of Occupancy from the Building Department for the "as built" improvements within six(6)months of the decision or a written request for an extension to the Board of Appeals setting forth the reasons why the applicant was unable to obtain the required permit and/or Certificate of Occupancy in the time allotted. In your correspondence, you explained that the building permit has been filed, all conditions for processing the building permit have-been satisfied, but the Building Department has requested that you ask for an extension of time from the Board of Appeals to comply with the aforementioned conditions. Based upon the circumstances described, the Board grants your-request for an additional thirty(30) days beginning October 10, 2019, expiring on November 9, 2019. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter with your request to the Building Department. erel , Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector son+ ��z� ► g UFF Scott A. Russell rP)f "� ��C'��R.I� WAT EIK SUPERVISOR Z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 'r Town of Solt th o l d �l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOILVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑[V A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [�[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. �E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. F. nstaTl�at ono new or r-CuirTaceT imp ver leer lour surfaces-oT1;�0©square feet or more, unless prior approval of a Stbrmwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. ": 1000 Date APPLICANT- (P,operh�Owner,DeStgn Profess,onal,Agent,Contractor.Other) � � r � F NAME Section Block Lot/ot¢ � ��1ZKXW"')� N�(�'`C, **** FOR BUILDING DEPARTMENT USE ONLY ** * Contact Information �v T�fcf � ITrlrpnoM humWrl Reviewed By: - - - - - - - - - - - - - - - - Date: Property Address / Location of Construction Work: - - — — — — — — — — — — — — i Appro%ed for processing Building Permit: — — ` tormwater Management Control Plan Not Requii ed. toimwater Management Control Plan is Required. S V(Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 i APPLICANT: S.C.T.M.': 1000 CHAPTER 236 (Prafetty 0"'1 Pivfeniaatil,Aaest,Coetrxter,Other) 1 _6 _K%41- (e'z' tormwater Management Control Plan CHECK LIST NAME �Ci �- �on Bkck W = S 1�1 C P -Plan Requirements: Provide ONE copy of the Building Permit Application Date The applEcant must provide a Complete Explanation and/or Reason for not providing�' 1 aililnformation that has been Required by the following Checklists Tdrybue Number $,ptutt I I. A Site Plan drawn to scale Not Less that 60'to the inch MUSTI Y YE NO NA ou answered No or NA to any Item, Please Provide Justification Herel show all of the following items: 1 you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0 b. Total Site Acreage. 0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing&Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site (Minimum z IntervaW 0 g, Location of all existing& proposed structures,roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 0 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed So!] Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculat"is showing i that the stormwater improvements are sized to capture,store,and infiltrate i on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. I Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) �0 d. Leaching Structures (e. . infiltration basinj swalm etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY * Additional Information is Required. I Reviewed& I _ Stormwater Management Control Plan is Not Complete. Approved By: I I Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date FORM # SWCP Check List-TOS MAY 2014 i BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD• o Town Hall Annex - 54375 Main Road - PO Box 1179 o - Southold, New York 11971- 09 971-09 4,- pr Telephone (631) 765-1802 - FAX (63`W 7658990 rogerr(a-),southoldtownny.gov - seand(j�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION J , ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: C)U)/V Q Name: — L 1hPicK ,. License No.: email: Address:. IWI MQ Ow N Phone No.. JOB SITE INFORMATION (All Information Required) Name: L M f-&O 1 (((Cfi ; Address: j M C k L-A N Cross Street: Phone No.: B1dg.Permit#: 73 email: Tax Map District: 1000 Section: 00 Block: Lot:' 6, BRIEF DESCRIPTION OF WORK (Please Print Clearly); ('�Vgfil (, QZ(C Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I�r Request for Inspection FormAs /d-� Town Hall AnnexTelephone(631)765-1802 54375 Main Road 41 Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: / Owner: dle/L /Ul o Alc h Location of Property: 7/ _-r ivy. 10AZZ2 Til Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Tvm� Name (person submitting this form):, �A Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 S A M U E L S & S T E E L M A N November 12, 2015 Southold Town Building Department Main Road Southold, NY 11971 Re: Accessory Building, McGoldrick Residence 1671 Meadowbeach Road Mattituck, NY Dear Sir/Madam, This project calls for an addition and renovations to an existing two car garage. The existing structure is located partially within a now-required side yard setback. The renovations call for an expanded second floor, also within the setback. Also, the existing/proposed structure lies in the "side yard", by your typical interpretation. If these interpretations are correct, the project will "expand the non-conformity", and the project will require a variance. Attached please find materials required for a DISAPPROVAL from your department, including: 1. Building Permit Application 2. (2) sets of SITE and BUILDING PLANS and ELEVATIONS 3. Check for $50. As part of our regulatory approvals phase we shall also be submitting applications to the Southold Town Trustees and New York State DEC. Please review the enclosed and get back to me with any questions. If complete, please issue a disapproval, and notify our office. Thank you, T4W�d Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N May 5, 2016 Southold Building Department Town Hall Annex Main Road Southold, NY 11971 Re: McGOLDRICK ACCESSORY BUILDINGVA_ 1671 Meadowbeach Lane, Mattituck, NY Attn: Mike Verity Attached find two sets of drawings for the McGoldrick accessory building, to be added to and renovated at the residence of Neil McGoldrick in Mattituck. The existing garage encroaches on the side yard setback. By adding a second floor to the structure, it will increase the non-conformity relative to the side yard setback. Therefor, I am requesting a DIS-APPROVAL, required for an application to the ZBA. Thank you, as always, for your help. Sincerely, Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N September 24, 2019 Southold Town Building Department Main Road Southold, NY 11971 Re: McGoldrick Accessory Building 1671 Meadowbeach Lane, Mattituck We would like to apply for a Southold Town Building Permit for Additions and Renovations to the Accessory Building at the McGoldrick Residence. This project includes the expansion of an existing Garage into a two story non-habitable accessory building, which has no sanitary or plumbing. Attached documentation includes the following: 1. Building Permit Application 2. Four(4) sets stamped Construction Drawings 3. Survey 4. Southold Trustees permit 5. NYS DEC permit 6. Southold ZBA determination 7. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 8. REScheck Version 4.6.3 Compliance Certificate 9. Notice of Utilization of Pre-engineered wood construction 10. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, �f" - Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N November 6, 2019 Southold Town Building Department Y Main Road Southold, NY 11971 1' NOV 6 2019 Re: McGoldrick Accessory Building 1671 Meadowbeach lane, Mattituck Building Permit#44327 Please amend Building Permit to include a complete new foundation for the expanded accessory building. The existing foundation has been shown to be insufficient in depth and detail. The new foundation will be located under existing walls in same place as existing foundation. Attached documentation includes the following: 1. Four (4) sets stamped Construction Drawings Please review the enclosed and get back to me with any questions. If application is complete, please prepare a AMENDMENT to the permit, and contact my office with a total fee for same. Thank you, Sal Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 NOV 27 2019 S A M U E L S S T E E L M A N November 27, 2019 Southold Town Building Department Main Road Southold, NY 11971 Re: McGoldrick Accessory Building 1671 Meadowbeach Lane, Mattituck Building Permit#44327 Please amend Building Permit to square off the addition, instead of angling the new wall on the east side. The addition is therefore smaller by about 5.7 square feet, and its setbacks are unchanged. Attached documentation includes the following: 1. Four (4) sets stamped Construction Drawings Please review the enclosed and get back to me with any questions. If application is complete, please prepare a AMENDMENT to the permit, and contact my office with a total fee for same. Thank you, Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 March 24, 2021 Southold Town Building Department Main Road Southold, NY 11971 Re: McGoldrick Accessory Building 1671 Meadowbeach Lane, Mattituck Building Permit#44327 Attached please find CERTIFICATE OF COMPLIANCE from Trustees. I believe this is the last component needed for CERTIFICATE OF OCCUPANCY from your office. If this is correct, please send same to owner: Neil McGoldrick 86 Second Street Garden City, NY 11530. Thank you, "A- Tom Samuels ' .+Y. ' moi. .�`l.,4•, , �f Sp - , C"-?---�� f• ', SP-IFOZK COUNTY :14 DA JUN 26TE 3 Hh DEPgRTMEN�.. ` The sewage REF. e ies disposal an dttvate pp c` r facilities for % r su 1 r l f inspecte s this location have be., 6• o� to be d by this department n !, satisfactgrY, and found 40 Ch ref of General E g r nee � q Servicesn 1 � 1 PAA Via _• ^' as ; � '� - L�L -• � ,.,•� 4!'y +}�,,' ,. r Dot"- 5'T.45�3'40 W.` -w; '�• �•"'1'i.dv'CJleris�.�f i�:!.m 1!i`i.��f' ,y t'` a ,� S„3�,�-s`',",,•d � REScheck Software Version 4.6.5 Compliance Certificate Project ACCESSORY BUILDING AT THE McGOLDRICK RESIDENCE Energy Code: 2015 IECC �� a 1 r^ Location: Southold,'New York Construction Type: Single-family =' Project Type: New Construction SEP 2 6 2019 Conditioned,Floor Area: 1,435 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) BUJIDT",Tfl,DF�TM' Permit Date: " s' -9 `_D Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1671 MEADOWBEACH LANE NEIL&AMY McGOLDRICK TOM SAMUELS MATTITUCK„ NY 11952 86 SECOND STREET SAMUELS AND STEELMAN GARDEN CITY, NY 11530 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NY 11935 631 734 6405 - rtt9i s'� aPF e ms` r - obi 3t r t, ,ebir" 11=10 . a 5„ w " riT ,rk — � h�, Em r=wc,zi r 'M N 'a NSA Compliance: 20.016 Better Than Code Maximum UA: 814 Your UA: 651 Maximum SHGC: 0.40 Your SHGC: 0.33 The•%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U_Factor UA, Perimeter Floor 1: Slab-On-Grade:Heated 725 20.0 0.636 461 Insulation depth: 6.0' Ceiling 1:Cathedral Ceiling 710 30.0 7.0 0.027 19 Ceiling 2: Flat Ceiling or Scissor Truss 91 30.0 7.0 0.028 3 Wall 1 East First Floor:Wood Frame, 16"o.c. 326 15.0 7.0 0.048 14 Window 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.33 Window 1 copy 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.33 Window 1 copy 2:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.33 Wall 2 East Second Floor:Wood Frame, 16”o.c. 255 15.0 7.0 0.048 10 Window 4:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC:0.33 Window 4 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 4 copy 2:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 3 South First Floor: Wood Frame, 16"c.c. 203 15.0 7.0 0.048 9 Door 1:Solid 20 0.370 7 Project Title: ACCESSORY BUILDING AT THE McGOLDRICK RESIDENCE Report date: 09/25/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\McGoldrick\Energy Pagel of 2 Calculation.rck Cont.Gross Area Cavity Assembly or U-Factor UA Perimeter Wall 4 South Second Floor:Wood Frame, 16"o.c. 149 15.0 7.0 0.048 6 Window 7:Wood Frame:Double Pane with Law-E 16 0.300 5 SHGC: 0.33 Window 7 copy l:Wood Frame:Double Pane with Low-E ,16 0.300 5 SHGC: 0.33 Wall 5 West First Floor-Wood Frame, 16" o.c'. 326- 15.0 7.0 0.048 7 Door 2: Solid 63 0,130 8 Door 2 copy 1:Solid 63 0.130 8 'Door 2 copy-2: Solid 63 0,130 8 Wall 6 West Second Floor:Wood Frame, 16" o.c. 255 15.0 7.0 0.048 10 Window 9:Wood_ Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 9 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 9 copy 2:Wood Frame:Double Pane with Low-� 16 0.300 S SHGC: 0.33 Wall 7 North First Floor:Wood Frame, 16"o.c. 203 15.0 7.0 0.048 '9 Window 12:Wodd Frame:Double Pane with Low-.E 13' 0.300 4 SHGC: 0.33 Wall 8 North Second Floor:Wood Frame, 16"o.c. 149 15.0 ' 7.0 0,048 6 Window 11 Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 13 copy-1:Wood Frame:Double Pane with Low-E 16- 0.300 5 SHGC: 0.33 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit,application.The proposed building has been designed to meet the 2015 MCC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. GGS Name:'Tffl — Signatur Da Project Title: ACCESSORY BUILDING AT THE McGOLDRICK RESIDENCE Report date: 09/25/19 Data filename:-\\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\McGoldrick\Energy Page 2 of 2 Calculation.rck SURVEY OF PROPERTY �� ,;G FtLfO tN H fPBOR �ITIISjpN , s 51'01'10"7. E °N qU°UsT 20 E He CC -47' SITUATE 987 `` °R UCk» MATTTTUCK Lk S 8 , S R/LE NO U8,377 C°uNTy TOWN OF SOUTHOLD ?32S°�F SUFFOLK COUNTY NEW YORK �\ 693 • S.C. TAX No. 1000— 1 16-04- 16.4 '\ ss�• SCALE 1 "=30' SEPTEMBER 6, 2013 MAY 27, 2016 ADD LOW WATER MARK rre,l JULY 13, 2016 UPDATE SURVEY o ^�l AUGUST 2, 2018 VERIFY WETLAND FLAGS o (; N rr `l` 00 1 V AREA = 212,810 sq. ft. (TO TIE LINE 4.885 ac. g v l AND BULKHEAD) CER TIFIED TO: I o NEIL T. McGOLDRICK ool AMY McGOLDRICK I o 0 1 �! NOTES: 1 . FLOOD ZONE INFORMATION TAKEN FROM: N/0/F FLOOD INSURANCE RATE MAP No. 36103CO482 H N I N/0/F NEIL T. McCOLDRICK ZONE AE: BASE FLOOD ELEVATIONS DETERMINED C" ANTHONY J. COLLETTA ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD & JOANNE COLLETTA WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ow 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. o 437.1 1 ' .•A . s 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM '.° rq I N 87°58'00" E J' 1 I \�,rncE FENCE EXISTING ELEVATIONS ARE SHOWN THUS: — _ — FENCE EXISTING CONTOUR LINES ARE SHOWN THUS: — — —5— — —— — GATE ,-m TCS .. 0.2'S. FLAG JT° Z r�( WATER LAMP BELGIAN'. :'` I 111, ! G.FL. - GARAGEFLOORM. PUMP POST . �ALBLOCK.CURB; — MET - O,, TB - TOP OF BULKHEAD I _ " 'COVER.° < °''.'. ` I J BB - BOTTOM OF BULKHEAD .O L.�.• 72.1 22.4 e ° ' • :i TOP OF WALL o .:. I OUTSIDE X BW BOTTOM OF WALL W . . v �': N FRAME',J. I SHOWER O I .. . a... .; N' GARAGES I AW to 64 I .. J�0 Tc 22.4 o I o AGGA' n CONC. I x �' �-� W Q' ° 0� Jrn 7`3, m� CO I ° x X_4"3 FLAG y1 h ri • °• v A.p� X I 1 n .'Zi rJn .o• C�` .d .PH' • �' tiV c'f� I \�tiF Zv ov d •1 a XU URB " ��a �� '►� "to 13 1 . .. 4 . •° :N'BLOGK SG ` 1cK Sz7 2�a o`" I -f `J GX oil 51pSPN�c• 2,0 X4.3 W�2�o� 1 �I CONC S ERPTOR Z A q4. ��qq 5.4 O w FOR GEN N� Fes.Jam" & GARAGE POST FENCE 1 FLAG'S 1.5 a o` SOV`' 12° 8 1>I! 2 pz 10 m •y a . .° w F• ER•w 26. \ .,;r•. r. tri Z A Nv.c^y� . �£ 2 p1A �x� \ /{�(":.:.'..• p `� TV4lWo G No 9 IE ZEA J\Go' o�J 27.5 ..• r TNG X01. •SVB :r..:>.:�;.::; 4�c,4r r• P e 9 O I r 0 01. 46 cr J�? ✓r � OUND I O 32'4 INGR M L 6.3 \\S r O53 O o2 6.5 \ 1 0003 WNDING 00 LA40J V c�0'J 4 � OA / JZ 4r0 WOOD -- L2% � RAMP a WOODING DOCK 0A W OD a I tX] 1 LANDING FLAG POLEt%s of r 1:2Z I y ' m 4 WOpOEBU`H�n. 0 11 V__::1 06, O � x z 7- II Q m ov f� � u G ,5 � I 5.11 X-M ��? alr, n FLAG 17 ` UNAUTHORIZED ALTERATION OR ADDITION JII. 1 �G TO THIS SURVEY IS A VIOLATION OF - I f�G ESECTN DUCAOTON2L0&WOF THE NEW YORK STATE I 1 I FLS' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR I FLAG !y Sig EMBOSSED SEAL SHALL NOT BE CONSIDERED I 1.9 Opo y� TO BE A VALID TRUE COPY. 9f FLAG oG( Fp CERTIFICATIONS INDICATED HEREON SHALL RUN �YF � ONPERSON O IS PREPARED, ANDON HIS BEHALITSURVEY LID 1 BEHALF TO THE ;O TITLE COMPANY, 0 �p B LENDING TO ASSIGNEES OF THENLENDION,AND I I � 0.7 Alt, tiC LENDING INSTITUTION LISTED HEREON, AND I W f STI— FLAGL(1y� TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1 ALU FUG THE EXISTENCE OF RIGHT OF WAYS i xA.6 Al, ANDRD, IF FUG ANY/NOTOR E SHOWN TAR�FNOTC�UARANTEED. 6J LAGGED BY .S FLAG NDS AS FLP SER`110E5 1 ! 1 EDGE OF CREEK TIDAL WETVI CONSULTING EDGE OF ENTAL T� PREPARED IN ACCORDANCE WITH THE MINIMUM IAL�e FLAG 1`1i J.M.O. GUST 014M 2013 `cp BY THESTANDARDS&FOR TITLE SURVEYS S. ANDA PROVEDAANDSADOPTEDD \ 111. ON TITRE SUCH ASSOCIATION. BY THE NEW YORK STATE LAND FLAG \TJ J \ FLAG FLAG w ` O 4.6 1 Oso j 4} -r P LA 00 0 _— 17.87 cn N b _ _-- 21cn o \ \ 112 1 (J� �� N.Y.S. c: No. 50467 to 1,2 , �e rn I _ 0 W 2.4 _ _ ____ -- _ � 82°57 1 — _-- — -- - - -- _ _ ' g,� W S m TIE LINE ALONG APPARENT HIGH WATER MARK- — AS OBS NG�C N at h an Taft Corwin Ill -- ------ - 197.84' N 85°34' 5 77°555 ° LOW WASE�SGON 09 W 87,09 S 86° 1623" w 119.59' APPARENTE�1R016 Land Surveyor sof FNA 11 20 CGREAT PECONIC BAY 0 0 Successor To: Stanley J. Isaksen, Jr. L.S. oJoseph A: Ingegno L.S. z Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Rood P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 33-21213 NOTES: FI LED CNH R�ORgl�fslONA 1. FLOOD ZONE INFORMATION TAKEN FROM: L UAIA 1.01'10" E ON AUG FIGS or AT P OP FLOOD INSURANCE RATE MAP No. 36103CO482 H S 5 usT THF ,MAT O 1 .26 ?�' 198jo�SRK pTITUCK„ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED SCTM # 1000-116-04-16.4 As FILS SUFFOLK ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD JA S NO• e 0 Col WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN PROPERTY: 1671 MEADOWBEACH LANE 62;32SOry 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ADDRESS MATTITUCK, NY 11952 F 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM OWNER: NEIL & AMY McGOLDRICK 693 EXISTING ELEVATIONS ARE SHOWN THUS:• EXISTING CONTOUR LINES ARE SHOWN THUS: 86 SECOND STREET S - FIRST FLOOR GARDEN CITY, NY 11530 �•�. - TOPGE FLR OF BULKHEAD T 8 RO+ - BOTTOM OF BULKHEAD SITE: 212,810 SF = 4.885 AC TO TIE LINES Z •i• - TOP OF WALL - BOTTOM OF WALL 105,926 SF = 2.432 AC UPLAND Y .` Q U N0 / ZONING: AC J ^,c l .' OD IX �' �. - �-` SURVEYOR: NATHAN TAFT CORWIN III Z I"' f^ PO BOX 16 4° JAMESPORT, NY 11947 J cQ LICENSE # 50467 0 DATED 9/06/13 m bo O N/0/F Mme- -- HALL 'S CREEKad O ANTHONY J. COLLETTA r IN (1) X & JOANNE COLLETTA N/0/F L 0 (CA T I M A P Z NEIL T. McGOLDRICK O z En W V Q% O (n N O r V A o`�'+ D X u' �n�C 11-it rn1 11) V W o N 437.11' D n (L o 1:4 - N- a1 M6 6 x� 0 Q N 87'58'00" E N �"' W Z / Fuc ,Ills a�i EXISTING AVE Z NEW SUFFOL GARAGE '' O 08 o DRIVEWAY:;, EXISTING w o GARAGE 5��$ \ \ Z N 0 2O o Z 4ck r v � � ��, •p Q XI STI NG G' D&E OF GREEK GARAGE A �: 08 C) ADDITION is O \� .. FRONT ROP 7S' Fuc :\ V) V YARD SETBACK I ITION�G1= Q O W D&E OF TIDAL WETLANDS A5 \ \\\ m FLAGGED BY J.M.O. DRIIVE 1WAY I ENVIRONMENTAL CONSULTING Q O \ SERVICES ON AUGUST 14 2013 l \GREAT,, FLOOD O I N T ;\\` O o FLOOD ZONE AE ;\\\ P,ECNICB� N ZONE X� \ A I Zr Q (EL 6) W EXISTING 2 STORY FUG R45IDENGE AND I dL �+ GARAGE 28.6' RES DE>GE 3, HALL 'S CREEK /000 N10/I' 2'i 5' ticTOFFN OF EX15TING i_XfSTING . ` (UNDERWATER LAND) POOL DECK / 14.Q' EXI5T Is HOT / >=XISTING POOL :.:, Z EXISTING 3$ 32.4' / POOL �o oisr' >`XIs IS& N Q• M o POOL =:`�.€ OD BULKHEAD 2s.3' ter ::. : HALL 'S CREEK -� } p,XIR EinS� ;; F o neo d�X N W J• Lu ? w IST I.LI. M = in v FLOO C a N p s�1 \ / EXIST I.LI ZONE LINE ` MOAT z / Dock DGE OF TIDAL WETLANDS AS N :3 FLAGGED BY J.M.O. 0c,� Q I-• v ENVIRONMENTAL CONSULTING N/0/F o \ SERVICES ON AUGUST 14, 2013 JAMES P. MARTIN i FLOOD & DENISE N. MARTIN II `ZONE X / _�' EXIST FLOOD ZONE ` AE (EL 6) Rp1� HFOjFo S AV 1-1 Ck 00, �IIl� F OF b <<. 0��. t-1 FUGAL FLAG Oy =j- I I D&E OF GREEK �b ` I a FLAG AL � 0%010 well � FLAG ,LFIAG,'I BG'• IL PROJECT NO: ]w4 Tye 1305 w Fuc DRAWN BY: UT 2JIL AL FLAG VSs• CHECKED BY: ,IL TS N FUG Alk AL "G D&E OF TIDAL WETLANDS AS DATE: 0: FLAG G FLAGGED BY J.M.O. 11 / 12 / 15 FLAG ENVIRONMENTAL CONSULTING SERVICES ON AUGUST 14, 2013 SCALE: SHEET TITLE: 217.87' o c U� Ln 3 SITE S 82757'10" W rri .55'59" W PLAN 197.84 N 85'34'09" — 7 S86-16'23- W 119.59 57.09 GREAT PECONI C BAY SHEET NO: ANON SCALE: 1 "=30' BUILDING PERMIT DISAPPROVAL LLI _ Uj >- F— Z Q Y Z _ Q H / _ \ O / TW21052* TW21052* \ ROOF LINE OF EXISTING GARAGE V V � / \ df-- H d W a / TW2846 TW2846 TW2846 Q d E Ljl F- NO Q ——— ——— — — —— ———— — — — —— — - —— ————IN —— —— —— ———— —— — — —— ——— — —— — — —— — — —— —— — — — — —— —- ~ W Ti Z W F-1 F� 7 F-1 F� F-1 7 El Z I QI 7AN7 I N 1 1 71 N J 0 _ t co 0 tj E[l M O W W O o Z Q W W 0 (ju I H ELEVAT 101MI WEST ELEVAorl"10114 SCALE: 1/4" = l' -O" SCALE: 1/4" V -0" jo 22'-5" EXISTING 10'-10" 14'-4" 10'-10" oo otS Z N Q• t'7 Of � r r -------------- ------------- --------------------------- r Q I j LLJ _j' w z w a II UP -- _ � ¢ za I � � W• Q N C7 m YY W• w s rvi LINE OF EXISTING WALL TO BE REMOVED i Q F-• v II I j l I N N• F-- t 11 l I In, t ------- 57CRAGE LOFT M GAS'AGS �;� -------- - - - - - - - - - - - - - - - - - iv - - - - - - - - - -I- - - - - -i -__---- O� 1� 1��Y DN I 1 I ---III I ---------------------- r- � I I I II I I I PROJECT NO: I I I I I I I I I I I I I I X I DRAWN BY: TCS I CIFIECKED I I I III • 10/6/15 1/4" = 1' - 0" SHEET TITLE: L "F I c vm% L Am 'No Fm L%Ao jm% 0 R L Am KNE SCALE: 1/4" = 1' -0" SCALE: 1/4" = V -0" PLANS - ELEVATIONS SHEET NO: EXISTING ROOF STRUCTURE —E "ISTIhdC FOOF STF?UC TUBE 5.5" x 5.5" FOSTS L I _ — rT �'1•i` > ten. '4 � �'�� . lr, �ry Z E A S I" E L Em V A T 10 1`4 SCALE: 1/4" V -0" Lu v, I - TIN( , /"•� /LLA tu op / �. W — -� EXIST1NC�7 FOOD ,,a Lu / fI / / tna• M All / �, , /, — J �• o C W --'' E: <z Ld RIOT TMJ / v � �� i� '� _ a I-• EX I ST I NO FOOL / OF I �� / DATE: 12/14/17 EX I STI NO HOU51= SCALE: 111 = 111 - 0111 / / / // 1/4 SHEET TITLE: / 12'4/2" II'-," 2'-I" 4'-II" _1'-1V:2" 8'-I" 12'-4" 104Y. AS-BUILT PLANS AND - E, STI1 TSI C,E ELEVATIONS I T E L A EWE N L A 0 R" G" RE-m M E 1`4 T_ IcJa p P py,firatr►, A , SCALE: 1/4" = -0" viev 1' i its ' �F� SHEET NO: �a e f% 1TE DA `may° � ,h�8 SUg��'fS' NOTES: TA N THE 0 OR JoNA 1 . FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO482 H y° s 51*01'10" ON quGcsTf of y AT � °F SCTM # 1000-116-04-16.4 fly, 17 26 2�' 198j as RK of- SUCK„ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Fite No, FOLK CO ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD �V. S 8377 ONn' WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN PROPERTY: 1671 MEADOWBEACH LANE 623250 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ADDRESS MATTITUCK, NY 11952 F 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM OWNER: NEIL & AMY McGOLDRICK s93�• EXISTING ELEVATIONS ARE SHOWN THUS: 86 SECOND STREET EXISTING CONTOUR LINES ARE SHOWN THUS: GARDEN CITY, NY 11530 - FIRST FLOOR S�sr - GARAGE FLOOR W — TOP OF BULKHEAD 6 F -- BOTTOM TOP OF OF BULKHEAD SITE: 212,810 SF = 4.885 AC TO TIE LINES Z - BOTTOM OF WALL 105,926 SF = 2.432 AC UPLAND —N O V � ZONING: AC ''Q I360 w I... O c; Z qo SURVEYOR: NATHAN TAFT CORWIN III z PO BOX 16 J Q JAMESPORT, NY 11947 _ LICENSE # 50467 o DATED 9/06/13 m NN 00 �/ M OO O N/0/F HALL 'S CREEK 10OANTHONY J. COLLETTA U) _ V k & JOANNE COLLETTA N/0/FLOCA I IM Ar Z NEIL T. McGOLDRICK W O cn (, Q% o lP NN rno Ma rn0 p r W a. o y D 437.11C ' < rn� ��` �� m � 0 Q N 87.58'00" E rn FUG V3 W OL AVE Z 6ARA6E z / 'mss NEW SUFE O �. 0 uttl; ca \ W o DRIVEWAY EXISTIN6 O GARA6E 7$' ��' \ = m Z Sire �` g r X�57-�NG7. DGE OF GREEK v uj GARA6E 60' ADDITION n O FRONT YARD / ROPOSS�$ Fuc AL Z Q SETBAGiGDI T O 7D \ O 1 GA6 'S' X W N D&E OF TIDAL WETLANDS A5 \\ FLAGGED BY J.M.O. \ .. M. \; N EXISTING I '\ o \ ENVIRONMENTAL CONSULTING ,\� >. \ Q SERVICES ON AUGUST 14, 2015 \\\ tiRiv>=wA / ARRATOOK � \ �� O � \ ;GREA�:1' OINT FLOOD` ZONEOAE ` \ VOIVIC:L'i \ Z I - ZONE X� (EL 6) :\�. \; AY Q W W EXIS71N& 2 STORY FUG WDIDENCE AND I 6AARA&E 28.6' RESIDENCE ,,•- �, , HALL 'S CREEK Si sTi TOWN OF/SOUTHOLD 15TINC EX ,- 1-,-0 YING:=`-.:-%i°`` (UNDERWATER LAND) PL EXISTOO I / EXISTIN6 , °= POOL DECK otf Z 32 4' EXISTIN6 3 a�..%`.. POOL ASO+S6' EXISTIN6 o Q• c q POOL "` ..`;:::. O �' OD BULKHEAD J •- v LJ 1HALL 'S CREEK C1�N W J. 0, a R. rzx w z = Q z LL IST W• ( o FLOO N a C4 O W " EXIST EXIST LINE F� z D&E OF TIDAL WETLANDS A5 / FLAGGED BY J.M.O. rn ` ENVIRONMENTAL CONSULTING �` Q ~• v N/0/F 6 \ SERVICES ON AUGUST 14, 2013 N N JAMES P. MARTIN w FLOOD & DENISE N. MARTIN I I ,ZONE X / EXIST FLOOD ZONE AE (EL 6) sowz��°F° S ._ w°oo o AL G• 11] FUG 'lll` O FLAGI +11fit D&E OF GREEK FLAG AL AL roti FLAG � PROJECT NO: oALL FLAG yF+o 1305 a' AI FLAG DRAWN BY: W UT Z ,Ilt< FLAG �`Ss• CHECKED BY: TS o FUG FUG D&E OF TIDAL WETLANDS AS DATE: 11 / 12 / 15 FUG FLAG FLAGGED BY J.M.O. ENVIRONMENTAL CONSULTING SERVICES ON AUGUST 14, 2015 SCALE: 1" = 30' - 0" \ cn Vdq Devi copy from ZaA SHEET TITLE: _ Pinel reviewed documents 217.87 N ow ZBti File `7_ if �— Cn N ®bfe: / cD SITE S 82.57'10" W m _ _ _ PLAN _ — TIE uNE—ALGNG APPARENT HIGH WATM �K�, ta 197.84' N 85'34'09" yy �7�55 59„ W S 86.16'23" W 119.59' 87.09 A GREAT PE CONIC BAY SHEET NO: Pr L O"t H z SCALE: 1 "=30' BUILDING PERMIT DISAPPROVAL _ 1— Z a � z oLU 01- � m / _ \ O / \ V L \\ Z / TW21052* TW21052* \ ROOF LINE OF EXISTING GARAGE V U X / I TW2846 TW2846 TW2846 V w , IN LL2 11 1� / \ O Q - -- - - -- -- =7T -- -- - - ---- -- --- ---- -- - - -- -- ---- -- - - - - -- - - - - - --- - ---- - - -- -- - - LU Z nIL — -- - - ------ - O ® C7 H 08 —17 F-17 F-1 7 [71 p"%6 w F = F1 F Z 1 71 N7 I I 7/ NIK 1 71 Q ! a 08 co v I i Z Q O w � m Q � O o ZQ w w tsuuTH ELEV"AT10imW 1 SCALE: 1/4" = 1' -0" SCALE: 1/4" = V -0" do 22'-5" EXISTING 13'-'i" 10'-10" 14'-4" 10'-10" � ` otf Z Lo co) a• --------------------------- --------------------------- _I �• o x W _I• v Z 3x w j UP = z LL i 1 = W. W Q N 0 T (� N LINE OF EXI5TINi i g • G n WALL TO BE REMOVED i a F- I I �� h�l ---- IUI I In I I 510RAGE LOFT Com, RA& �;�� I -------- I - - - - - - - - - - - - OF N - - - DNN �� I ------ c,� C O t ? A44..S r-. i ------------------- -j oc I I I III i j TF�iED F, �\� I PROJECT,NO: I I I III I I X DRAWN BY: TCS I I I I I I I CHECKED I I I III I , • t� 10/6/15 SULM 1/419 = 1' - 0" SHEET TITLE: L(o j" F T "P L fiki'mm FLOOR PLAN SCALE: 1/4" = V -0" SCALE: 1/4" = 1' -0" PLANS ELEVATIONS E_"�dl Dept copy from ZBA al reviewedcuments t�: l SHEET NO: 13S 11WU3d T 0113 A- 3 = ..V4 :3-1y0s ..0- A = ..V4 :31b3S NVm1d NouvaNnoA N V1 d 1:101 :ON 133HS / I I .00 ,10-,T 110 Ib 119-, „0-Ib 119-1 Ilo-Ib Ito-,I✓ I I SNVId ------- ----------- ----------- --- 0«9Znk.=01C9ZM1--01C9ZMi M: r- --------------- --------------- 1 I CH -V^-1 I 4• I I :3,1111132HS � I I 521000 1`d 2131 d %: I I I ..0 - . WIN2I3CINn 9Nlloo - - r - - - -NlndZ 9NI1oo2odNanod ,91x1,Q Ix ________Jl1t1Q;dQlx ______- -- i F ------ --- -------1 -- ------------------------ ` 2dg� s# z/M dolly dN1 21 '1�i`dM NO1.LVC1NnOd Sal• I `> i ANOQ321nOd '>IHl 11g x I � J I I� to I I IO :AS NMVNa Noo-I�ens 'aMJ.1d 50£ N ° i I VI VI N NQ I I� ICP x I A (x N N :ON 1�3f 02�d WMM b'Zxb'Z-9x9/M Q �o�Nl3?� - 0Q� I ® x ')NOO a2wod '>IHl 1117 - arm-,.1Y - � iiy .: L o �� ° i �• i I IX 1 I N y I ® lO I I I O 2AO9b' t' I 9'd1s 21�ON00 M3N d0 "1 ATA MO-i29 M X1 N I X1 1 I s'�3ds 2134 I� I I I Q l4/ 9NI113� l�d1d ?� � ` I :;.• I -fl'd21QN'dH/ I 1' I Ix I 9NIW'd21� QfLLS ,191®bxZjp O Ol NOI.LYCINnOd 9NIlSIX2 aAOW32f NI'd1S Comm A ( IA •'� � ° i '.:'� j NO 9NIHIY;IHS QMJ.1d ..e/s NO ''SO3dS NS:4 - I' 't1S c, y ;�• j TJb'9321 S#(Z)/M dol 1`d ' ' 1N�WJ.'d-N�QNn NO HSINI� S-f9NIHS 21'da30 MSN -J/--------------------- �� 1O31IH02!`d OJ --- -- --- --------------- � -0 I � �N1=i?1 ''T'T`dM NOIl`dQNnOd N0111QNOV NOUVONnOd -I"T"MA0 ONd -- --- ----------- I -----It ---- ---�A------- -----------------�I----- � :)NOS) aawoci '>IH1 „Q Hlc13Q V 3ZI5 9NIlOOd J. 1NaA 'Nlb'W3�J N1lallid olxZ(Z) - t IA I - NI-Mnd olxz�i) - I t OJ- NOLLYCINnOA A'NNOGVW 9NUSIX9 - - I ' ' ------- I t I I I ^•; .••, ,•�.r ..•',,Ciir•: lr•.�xi.5^.5+�`^, '['"�'•�•��'1;;t;�.}•';'t..;Y L -u--------------------------------- ------ --------- •N O_ I 0LC9ZM1.-_WC ZNU.=Olc9ZMl V (7 ' p 101 � IIZ-IL II.+-IL „OI-,OI 11 V T1 Y 1 „01-101 0 •r- 111 NOIlIaCY 11L-1t✓I ;1NrLLOn?J15 9N11SIX3 117-1ZZ O x o .E r I 110 19G AW • N ow D V j A- 3 = ..M :3-IdOS A- 3 :3-1yos IN V1 d U 0"' 1 =4 I E311 I A INVId wi %jum I I rnm n z III Loo, 0* vO 110-,rc 11or1P 119 I 110-1b O � 119-1 110-,b 110-,rc I I rn - - - - - - - - - - --- r-------------------------------------� D z I 21a1t -( 1Q/L-II Z I III 21QH 1/x"1 11C/L-II Z t t 'NCH 7AI 11 L-II(Z:) I 0 Cl) I I I II I Ij I I I ' I D 1 I tl III I I I I Z I t III I I I Ill I I III 2134 SZIOOO a-VN'd9 I I I AJII! Q'd2H21aA0 MSN (t✓) T 7 �IN- I I I /v f- --1 -----------------------j I I I�"I----------------------J L---- ---J e14 � N '� 1. 11- iW1� b'Zxb'Z-9x9/M a�O2lOdNl32! I L m C� N -- ---o� �-- ,�- I 4Y-15 -oNoo amainod '>1H1 .31 1,2 J_ O rn ------ 4 i % i QOOM a31`d'�12�5'dd-�21c! z n ul NO '1N9WJ.'d1213CINn NO N- S03d5 2I3d I I ,a 9N1'IIdV NIb1S a00M awlHa 900No- S:7�c1G N2cl 9NId0021 M19NIHSQQ31Y321 N151X3 dO3i t C I I I i I C.V9 i 5b' G(Tus t-XVm �— I i i 1N 31c6dnS aNV '9N1HVNdM I = I I d0 NOI11aN00 J.-412131\ -------------------- ----- --- - ------------------------- -� 'S:3'19NIHs 2A014221 'NIdW321 Z I I 01 NJOH5 S-f"PdM 9N11SIX3 lb - C G� do I � n D I —I PHu ------------------ ------------------ z 9t9 M1 m I 40 119-11. 119-101 119-101 ,19-1L I „01-101 ,1b�191 1101-101 NO1-L1dad 11L-.G1 9N11.51X3 „S-,ZZ I I 11 9G - d d U0141ppo }}0 pe j nbs 5NOISIA ]z hyo o FACED �N HAjt�BO UgDIT�S,l NE OFFR SEW °ArP do S 51 17.26 SITE DATA „ E ON AUDOST�OF'TNE�£ T7,?' SCTM # 1000-116-04-16.4 98j AS K °F SU Ck" NOTES: � s tE N0. 8377 ooON��, 1. FLOOD ZONE INFORMATION TAKEN FROM: PROPERTY: 1671 MEADOWBEACH LANE 62`�2SOy FLOOD INSURANCE RATE MAP No. 36103CO482 H ADDRESS MATTITUCK, NY 11952 F ZONE AE: BASE FLOOD ELEVATIONS DETERMINED OWNER: NEIL & AMY McGOLDRICK 69 ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD 86 SECOND STREET 3j• WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN GARDEN CITY, NY 11530 S 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM W_ EXISTING ELEVATIONS ARE SHOWN THUS:..o SITE: 212 810 SF = 4.885 AC TO TIE LINE Z F EXISTING CONTOUR LINES ARE SHOWN THUS: s 105,926 SF = 2.432 AC UPLAND ~ � F.R. - FIRST FLOOR G.FL - GARAGE FLOOR NTO - TOP OF BULKHEAD ZONING: AC -•O BB - BOTTOM OF BULKHEAD N OD BW - BOTTOM OF WALL cto EE S I T•FE SURVEYOR: NATHAN TAFT CORWIN III 0 P PO BOX 16 ENLAfizCGEMENT92AM SPORT, NY 11947 J Q SHEET #2 LICENSE # 50467 m2 o DATED 9/06/13 GENERAL STORMWATER POLLUTION PREVENTION NOTES ELEVATIONS PER NAVD �.. Q PERMANENT STORM WATER RUNOFF CONTROL MEASURE �� 0 m s A FUN O SITE DESCRIPTION & GENE:RAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE X --� UA I 4k N MAP`0 Development activities for this project will consist of: F L (n Z 1. Installation of temporary erosion control measures(silt fence barriers), see detail 2-2 Z ANTHONY E/COLLETTA UJ O 2. Clearingof trees and brush in areas shown on Site Plan / & JOANNE COLLETTA \ HALLS CREEK 0 o LD(D" V 3. Excavation for a new building foundation (+/-3 ft below finished grade d o� Xv► X� rad 4 N/0/F r W 4. Construction of a new foundation o N u'- � D o D- - 0-'- � NEIL T. McGOLDRICK O � Q. o �,.� d-i p-C 437.11 n 5. Construction of the new garage addition o V1 z z n>7om C 6. Renovation of the existing garage r'T till O Q 7. Site grading from the driveway to the area around the garage LGIE N 87'58'00" E rn �' W8. Installation of on site drainage: structures (permanent storm water runoff control measures), see detail 1-2 " TG FLAG yp a'�y Z 72.1' 9. Installation of underground piping from gutters and downspouts to the drainage structures EXI5TING o NEW SUFFOL AVE O GARAGE 10. Filling and grading of soil above drainage structures o a i p ,-r O06 11. Installation of new landscaping plants, lawns w �c . � T m m Z PPS uRry O ~ O EXISTING 12. Removal of the temporary erosion control measures oo DRIVEWAY; 5 7� ` X92 Z SITE DATA �� XIS77.3' m v 3 00 J Site Area: 105,926 SF =2.43:2 ac upland v;4RA61" \ 1'ING D&E OF GREEK p a7 O `� lr�t ADi71TlOiy , E 7d T'O ,,,: O \\, FRONT RPp7$, Fuc za ,• \\ ,,; V Soil Classification: See test hole 60 O� y O Receiving Waters: Peconic Bay YARD y s�D G Ma �b t \� ;,.; , W ... O Contractor: N/A SETBACK Z ' �.� DIT/ONGI: y TG k . DGE OF TIDAL WETLANDS A5 m POLLUTION CONTROL ME)%SURES . FLAGGED 13Y J.M.O. provisions p g ENVIRONMENTAL GON5ULTING .. In accordance with the rovision., of the Town of Southold, chapter 236, storm water management and erosion and o � �,.;;•;,,., �. 0 DRlvi=w;�Y 1 SERVICES ON AUGUST 14, 2013, ARRATOOK � , . sediment control measures including, but not limited to, the following shall be employed during construction: o l \ FLOOD �lllc AND VERIFIED ON JULY 20, 2018 GREAT > 0 AE \\: k.5 r ZONE OINT O A. Existingvegetation to remain shall be protected by Installation of construction fence or other approved �\(EL 6) g p ( � ' pp .� �; PECONIC >BAY Z ,��q1. �x FLOOD � Q means) and shall remain undisturbed. W W y Y - ZONE X J,. v y,5 B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of /'1:1< >f FUG ri �t7DRr `{ I a time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written � .�o r f �� FENCE RE91��iGLrz. , permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the28.6' Y ;N17'GARAGE;v use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation EXISTING f� ' �' y APPROVED'AS NOTED p Y 9 q RESIDENCE r:�✓/,�$ ��, X _ � service recommendations. 'P�F-1i3>�. HALLS CREEK � �•' z�'� s S ' '� C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as �d �NG N/0/F DATE: g P # sections are completed, or if c.onstruciton on an area is suspended,the area shall be seeded F)(151 IN- 1 �� , TOWN OF SOUTHOLD XI571NG ` (UNDERWATER LAND) EE: r E'>Y: y immediately. Poo j7G NOTIFY BUILDING LEPARTM_ AT a. Seed preparation -scarify soil if compacted, remove debris and obsticiles such as roots and stumps. 14.11' EX15T -';ter 802 8 AM TO 4 PM FOR THE b. Soil Amendments flIGKIING / POOL T� FOLLDef Z OWING INSPECTIONS: 1. Lime to ph 6.0EXISTIN7 3�. 1. FOUNDATION - TWO REQUIRED N Q• M �` •g, o 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) EXISTING POOL ,Dais FOR POURED CONCRETE M c. Seed Mixtures POOL ':;�``. =` o�T OD BULKHEAD 2. ROUGH - FRAMING & PLUMBING 1. Temporary seedlings 28.3' .. neGT ::- ; � 3. INSULATION � o exISTING , HALL S CREEK a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) ARBOR �''`'` XNN 4. FINAL - CONSTRUCTION MUST W J ? w a b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre(2.5 lbs per 1,000 sq. ft.) us R "' ��s BE COMPLETE FOR C.O. _ = a z U. B 'gT ALL CONSTRUCTION SHALL MEET THE W• a N winter rye if seeding in October/November. FLOOD s.z• ` REQUIREMEN'� ; OF THE CODtS OF NEW g W• N = 4 2. Permanent seedlings-See Landscaping plans ZONE LINE \ �.; ..; EXIST CX�BT D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall z '; / Fa"K VISE OF TIDAL WETLANDS AS a YORK STATE. NOT RESPONSIBLE FOR M rn DESIGN OR CONSTRUCTION ERRORS. FLAGGED BY J.M.O. to Q F-• v � be diverted away from cleared slopes. \ M 12 ENVIRONMENTAL CONSULTING / s� E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or C5 \ � � SERVICES ON AUGUST 14, 2013 N N. drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of w FLO`O~D�� construction and shall be maintained until construction is complete. ON` / - 12 COMPLY WITH ALL CODES OF F.A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked N/0/F g ��gT NEW YORK STATE & TOWN CODE p g JAMES P. MARTIN FLOOD ZONE °ECC AS REQUI _ AND CONDITIONS O onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. & DENISE N. MARTIN AE (EL 6) SNS of 'a Any sediment tracked onto public roads to be removed or cleaned on a daily basis. c X15TIN6 Woo BHS s R0oOUTHOLD TOWN ZBA G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets - FENCE �A p' S� 021 Ji, L uu i1i a AR installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. b F SOUTHOLDTOWNTRUSTEES SOF Ncc v y I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems SAG , ,1Vc� SAG N.Y.S.DEC c,� '°�,c s �?�'�r �P 2,•, shall be cleaned and flushed as necessary. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. y i OCCUPANCY OR Inspections must be performed every seven calendar days and immediately after periods of rainfall o I00 y� H I DGE OF GREEK G USE IS UNLAWFUL °�y*_1 � - } greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of q o �- =,:""';, rte recharge basins, sediment traps and drywells, cleaning and repair of y FUG t; sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. WITHOUT CERTIFICATE `�y� � ,•, , �� K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system FLAG '�` .91LOF OCCUPANCY PROJECT NO: regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of Lo , ' L F+o 1305 dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris w Fuc DRAWN BY: accumulated along the temporary fence and empty the dumpsters regularly. DRAINAGE INSPECTIONS Iring ARE REQUIRED UT Cantaet TOS Engineering at 765-1560 before FLAG Bnckfili,OR Provide Engineer's Certification ,� •Ss, CHECKED BY: The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction i1� that the drainage has been insta"`n9 to Code. TS activities to the Engineer/Architect for revision of the SWPPP where appropriate. rn RAG NO IL � �,G D&E OF TIDAL WETLANDS AS DATE: 8/29/19 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE Fuc FLAG FLAGGED BY J.M.O. � ENVIRONMENTAL CONSULTING Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast SERVICES ON AUGUST 14, 2013 Blower door SCALE: concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, and ductcvork ' 1" = 30� - 011 finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, ` \ • y N SHEET TITLE: piping for plumbing, outdoor paving materials. \ testing required. 217-87' o Waste materials shall include demolition materials from the existing building structure, unused building materials and - N products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerialstO will be temporarily stored and durnpster shall be emptied weekly by a private carting company. C SITE S 82.57' 0" W TRUSS PLACARDING REQU!RE"D �' to 2�4 _ PLAN 197.84' N 85'34'09" 7.7 5559" w Must provide Manuals TIE VN APPARENT HIGH WATER MARK-� W �_ , S x•16'23" W 119.59' 57.09 D*J and S as per NYS Enemy Code GREAT PECONIC BAY ELECTRICAL SHEET NO: PA INSPECTION REQUIRED E z %*Pi L om" N SCALE: 1 "=30' BID & PERMIT SET REVISION: LOOD ZONE LINE TEMPORARY EROSION CONTROL 6/10/19 N/0/F MEASURES PROPOSED SILT FENCE ANTHONY J. COLLETTA DURING CONSTRUCTION SEE DETAIL 2 &• JOANNE COLLETTA XISTING FENCE 437.11 ' N 87.5$'00" E LOT COVERAGE TABLE GATE .TC, S� N N ,yxyk SITE AREA TOTAL: 212,810 sf � d YAC 72.1' Cp rn rN T �, 517E AREA UPLAND FROM EX 1 STING GARAGE z ✓J'X ' '� ,, TIDAL WETLAND BOUNDARY: IO5,cf26 sf (41.77%) W o TC 5.58 5.3 �- O , = z Q o >, WETLANDS: 106,884 sf (50.23%) ~ .. 0 X>6/1 ' Q U v, .X,� T' STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE � X x.. --LIMITS OF CLEARING AND %� .'/ M EXISTING GRAVEL �` HOUSE: 2 542 sf 2.21% 2 542 sf 2.21% DRIVEWAY � `�: � LAND D I STURBANGE r y z n�K / y' `i °kGARAGE: 415 sf 0.46% 758 sf 0.72% 0 � +/-3 000 SF � � Y� 5'-O" WIDE CONCRETE VERGE AT � '�� POOL/HOT TUB: q6a sf O.cil% q6cf sf O.cf l% J Q u } X OVERHEAD DOORS �, � 7$, O f { � DECKS: 2,265 sf 2.14/0 2,265 sf 2.14% TOTAL: 6,061 sf 5.72% 6,332 sf 5.qa% m > � x �/ REMOVE E NO BRICK TC 5.52 \ r ;a! X X�X ,�''�Y>�� ,, � m co WALKW PR01/I DE RE I NF. GONG. v � y �x/ '7.3� X� DRAINAGE CALCULAT SLAB RANDOM BLUESTONE ,X. � ;' 5. 7 sT/NG G ;y ; y, I O IV S z 5T P 4 WALKWAY AT GRADE, .Kr'. " - AREA OF GARAGE DW-A W O PROX I MATELY 255 SF C� 6. 1 DRY WELL AREA x RAINFALL x RUNOFF FACTOR U �.. W U 60' n (DW-,4 758 SF x (2/12 FT.) x 1.0 = 127 CU. FT. Q D. FRONT 'YARD 60 PERMANENT STORM WATER USE: (2) 8 DIAMETER x 2' HIGH POOL Q O p (2) 8' X 2' STORM DRAIN RING = 16a CU. FT. SETBACK RUNOFF CONTROL MEASURE NEW t�pp p 751 I- 1DR1'WELL TYPICAL SEE DETAIL I \ D �qG, �� W �O.ILn:'::, s� G�R,q f.�� I I PROVIDED REQUIRED Z � 168 CU. FT. > 127 CU. FT. TC 5.86 ,', _ 06 �. x2 , �L TE <��jj� ST HOLE ~ W ti TC 5.99 �� TEMPORARY EROSION NO SCALE D Q 'y ' 0.5 FT. DARK BROWN LOAM OL J CONTROL MEASURES ?'�,�; ��,,, 6.2 Dye A PROPOSED SILT FENCEr'� �> °� y 8x2 \ I/I �f� 'y n,. 2.5 FT. BROWN SILTLY SAND SM U) 0 DURING CONSTRUCTION tv EXISTING GRAVEL DRIVEWAY TO k ; �x� PALE BROWN FINE SP o O SEE DETAIL 2 °'' 4.0 FT. TO MEDIUM SAND r Q `� REMAIN. PROVIDE ADDITIONAL STONE � / �� >%' W o AT COMPLETION AS REQ'D. WATER IN PALE BROWN FINE SP Q ?j REMOVE EXISTING BRICK �� 7� FLOODZONE 6NE AE r ," ?' TO MEDIUM SAND > O ;yv,:, y;y /�, ,�i /",/X, ' 17 FT. O D / WALKWAY. PROVIDE . GONG. I v� � Z W SLAB s RANDOM ESTONE y W STOOP $ NAL AY AT GRADE, APPROXIM ELY las SF 0 FT WIDE NON TURF BUFFER FLOOD ZONE X v 4 / y JAMES P. MARTIN / � ' ` ' XISTING fX:'" �c DENISE N. MARTIN �� y � DOE OF TIDAL WETLANDS AS FLAGGED v RONMENTAL CONSULTING FENCE ; BY J.M.O. ENVi. y SERV I CES ON AUGUST 14 2013 AND X157ING. ► O /�`lfy��` ' f VERIFIED ON DULY 20, 201a. �� -�' �'� �k of Z. 6.0 60 w Q 3 x DGE OF GREEK J W a 28.6 = La a z � RESIDENCE �, �� _ , `' EXISTING / < / y Lu- a N o 7 I 1 7�/ WIRE FENCE W/ FILTER CLOTH w' N � 4-7 SURFACE N N' FILTER CLOTH MIN. DRAINAGE S/b 6" EELOW GRADE FLOW r 5 2 6.6 c T i G FOOL O L N - I_ �X ST_I:NG ::D� E 1= X GK " , o w . 1 '( O ---------- TEMPORARY ORA s RY STORM �- MW WATER P 'v J Q n n RUNOFF CONTROL s .l < TROL s MEASURE E A 4 HALL LS C ): R KK K EROSION I S ON & SEDIMENT EXIST U2 - N 0 F O SCALE r / ' EXIST HOT 14.1 T EGK TUB EXIST NEIL T. McGOLDRICK °�Fsso B�,ISTI�G 17 POOL Bocci EDP, COURT �+ TOP OF EXISTING PROJECT NO: ` EXISTING POOL GRADE CAST IRON FRAME AND COVER 1305 3 TO GRADE (AS REQUIRED) DRAWN BY: 4 UT 32 S •6• OL �' TRAFF I G SLAB (SEE T I N C� PO CHECKED BY: PLANS L S FOR I S LOCA TION S .X O ) O TS 1 WOOD BULKHEAD DATE: v , . r. 8/29/19 9 V x r Y , v '> - SCAL E. n 2a11 y - 1 10 0 y y J " � � K .� / 24 HIGH x 13� z � � � qb DIA A� O — ® T I � SHEET TITLE: = 5 N I 0 X DRAI NAGE 7� BAS I N N o -EXIT : . .. � .��'� N min ® ® ® ® ® ® ® ® ® � RSOR:: ��c� y o " BCdV = �y DOE OF TIDAL WETLANDS AS o ® ® ® ® ® ® ® ® ® > u vy' } v BACKFILL ENLARGED FLAGGED BY J.M.O. O- MATERIAL TO W ® ® � ® ® ® ® ® ® SITE �? y h T:' ENVIRONMENTAL CONSULTING ® ® ® ® ® ® ® ® ® BE GLEAN SAND ,:� '�� ?> yvlx EXIST G vx ; �//;y y, y> X�x� r SERI GES ON AUGUST I4, 2013 ® ® ® ® ® ® ® ® ® AND GRAVEL �� /, y, �. DECK _ , IX z PLAN FLOOD ZONE LIN ' y � GROUND WATER � ; EXIST RAM EXIST OFT WIDE NON TURF BUFFER SHEET NO: FLOAT PERMANENT STORM WATER DOCK RUNOFF CONTROL MEASURE U' STORM DRAINAGE RING TYPICAL 1 NO SCALE EXISTING FENG �'•' �-� ' y '�y< ET BID & PERMIT S �j /✓�'X; _ WIND-BORNE DEBRIS PROTECTION! FOR OPENINGS STRUCTURAL REVIEV�I BY STEVE MARESGA, Pr FOR WALL OP1.N I NG PROTECT I ON OF 120 MPH 5-SECOND YV I ND GUSTS OT S 188-0-1 NEST MONT,4U� H I GHV�IAY, HAMPTON BAYS, NY I I�4� ( MAXIMUM MEAN ROOD ��I CHT: 359 SIMPSON LSTA - 20 GAGE FHONE 651 128 c1400 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY N V EWIOF STRAPE 0 EACH . CLASSIFICATION DESIGN CRITERIA : I ° ICE SHIELD UNDERLAYMENT S I NOLLE FAM I LY RES 1 DENT I AL SHUTTER ASSEMBLY 1 REQUIRED - 24 FROM EDGE DE51 GN IN ACCORDANCE WITH AMERICAN N.T.S. ,a' ° FOREST PRODUCT5 WOOD FRAME _ >. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE Z 23/32" (3/4") APA SPAi\4-RATED 48/24 SHEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I ° r-ALTERNATE POSITION OF I n Q Y HURRICANE CLIP USE S5 -O MAXIMUM GROUND SNOW LOAD - 45 PSF. V ASSEMBLY: i. I SIMPSON H5 (' ATTACHING STRUCTURAL. PANEL: FASTEN TO BUILDING w/ °I 1 FIRST LEVEL - 40 PSF. L.L. Z H #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. UJ H WOOD SCREW 0) I6" O.G. ( 1 SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. J Q ALTERNATIVE FASTENEF: FOR SHUTTER TO BUILDING: 1 ° CLIP NAILED. FROM ' #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) I I RAFTER TO STUD. - WIND SPEED - 130 MPH MACHINE BOLT ® 12" O.C. •� 1 5 8d NAAILLS RAFTERS EACH ND SEISMIC DESIGN CATEGORY - B m WEATHERING - SEVERE Q APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE ad COMMON FROST LINE DEPTH - 3611 m . \ I PLATE. EXTERIORILS a 'EDGE OF ALL TERMITE - MODERATE TO HEAVY CO V SHEATHIN&. TYPE OF CONSTRUCTION DECAY - SLIGHT w O CONVENTIONAL LIGHT FRAME kNOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES V W 11 CONSTRUCTION Q 0- 0 O � Q ULTIPLE SECTION ASSEMBLY: w � 1 1 1 i 1/4" THICK BOLTS a 2' 00 ZO 1 , 11 I GENERAL NOTES _ 06 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWwAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 0 1 I ( l I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE Z I 1 I 1 I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Q J I PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. TO OVER LAP BOX 14. THIS STRUCTURE HA5 BEEN DESIGNED IN 08 mi BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY = 1 1 I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. cl) U 1 I I 1 1 ( 1 SIMPSON MST27 Z Q 1 1 11/2" WIDE - 20 6A&E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 0w METAL STRAP ®48" OG. CHANGES PRIOR TO AND DURING CONSTRUCTION. LARCH STRUCTURAL GRADE #2 OR BETTER. � m 1 I,t' I� ' 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q SHUTTER ASSEMBLY 1 I I I I 1 DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. N.T.S. I 1 I 1 2 x 6 016" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. O I I STUDS 1'1. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE O o 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM Z Q FOR PANEL SPANS:4' OR WIDER SPAN I �' i I el FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. W W 23/32" APA SPAN--RATED 48/24 SHEATHING GRADE PLYWOOD 11 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 1 1 I I INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER. 2x4 STRONG-BAGK,S a 24" OG 1,�'� I�� AT ANCHOR OR BOLSILL T 4 - Sd NAILS CONSFOUNDATION HABDBEEORDERING N EDEBIGNED MATERIALS. BOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 1 1 1 I BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I I -SIMPSON MST2"1 I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 1 1/2" WIDE - 20 &AGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT Mt_TAL STRAP 1@45" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW a 12" O.G. I,� ' CONCRETE SLABS TO BECOMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ NAIL SHEATHIN6 TO SILL PLATE 8d NAILS ® 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06Z , c #10x3" (w/ WA5HEF:5) GALVANIZED OR STAINLESS STEEL WOOD SCREW a 1E>" O.G. r; 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND o`O ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ' 'rs?'�:. �. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE N Q 2 x 6 SILL PLATE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) -. = `" ., Y,=,l;: Acta TREATED' NEW YORK STATE BUILDING CODE. J Y MACHINE BOLT a 12 O.G. . .,.,; BY TRIPLE UPRIGHTS. ALL HEADERS TO BE a M SEE FOUNDATION DWG. �'?ti.�,'.=,' N �O . ,...,. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. P O>-" FOR DESIGN. ":-�'::.;.. 5/8 x 12 A.B. ®45 oc. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO w -i .w z � a WINDOW'S /�/ :::;;}';z w/FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =Q z U. �3Y I N D O /S - GLAZED OPENING "`'"r "refs PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D Lugo� w 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED a N 5 o PROTECTION IS REQUIRED FOR A GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W • N O IN ACCORDANCE WITH LARGE MISSILE TEST OF x ASTM E 19x6 AND OF ASTM 1886. AND DECKS ETC.. um 25. THE NYS CODES ALSO APPLY TO ACCESSORY Q F- • CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. N • PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/N`r55C CHAPTER #2304.cl.6 THIS CONSTRUCTION PROJECT, FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GODS COMPLIANCE SHALL BE THE RESPONSIBILITY of THE CONTRACTOR. ,�oF NEW ,0 U4h t g G. S'14( �''g- NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 da 4" '� � ��a� o^� �C' DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.G. EXTERIOR EDGES AND 6 d ® 12" o.c. o BETTER. c SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. 2. ALL SHEATHING TO BE APA RATED EXPOSURE 15/8" PROJECT NO: h MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1305 RAFTER/TOP PLATE 3-Ibd (TOE NAILED) AND WATERPROOFING SHALL BE SPECIFIED BY .ARCHITECT. DRAWN BY; o <'lO ° CEILING JOI5T/TOP PLATE 4-5d (TOE NAILED) 3. ALL 5U5FLOORING TO BE APA RATED 5TURD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER 8-16d (PAGE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION '7-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: E ABLE ROOFS :s>s> :.::•+,.° - -:>ss> TCS _ BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o <'lO > > RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-Ibd (FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH CONNECTIONS. 8/29/19 TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h STUD/STUD 2-16d (FACE NAILED) I'{{ HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 3-Ibd (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: 10° O <,45 0 _ 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3 Ibd (FACE NAILED)TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. NEB BRIDG NG/JO ST JOIST/SILL, TOP PLATE or GIRDER 2_Od((TOE. NA LED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL E REQUIRED AT ALL LOAD AND STRUCTURAL h stairs etc. ) OR AS NOTED ON DRAWINGS. BLOCKING/JOIST 2-lOd (TOE NAILED) BEARING POINTS AT A MINIMUM. A SINGLE I 3/'4" GABLE ROOFS BLOCKING/SILL ord (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 100< o �,�o TOP PLATE 3-16 '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES & to0 o io< Q <,3o LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-Ibd (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS a 4' 0.0. BAND JOIST/JOIST 3-Ibd (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 100< o <'30 O PLYWOOD ROOF DECKING ad @4 O.G. EDGES, @8�� O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS @ 12 O.G.. SHEET NO: PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, a8" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS of PANELS INH16H PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING ad a6" O.G. EDGES, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE = a = 4 FT. IN ALL GASES SHALL RECEIVE 5-I0D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. BID & PERMIT SET A A 36' O" I 00, 22'-5" EXISTING STRUCTURE 13'--I" ADDITION 10'-10" I6't4" 10'-10" , JI J* 7'-6" 10'-6" 10'-6" '7'-6" I W TW 846 TW 46 T0846 F_ z I I10 I� - I I AT EXISTING WALLS SHO N TO I I I UP I I � II I m I 1 z ___________________________ I I REMAIN, REMOVE SHINGLr-S. I I --------------------------- VERIFY CONDITION OF I I I I UJ �'-' FRAMING, AND SUPPLE NT lcl w/2x4 STUDS AS REQ'D I i I I J a cV' I I I �hIIIIiiIII,liIIIIAIIiIiIII II WOOD STAIR f I RAILING TREATED CEDAR SHINGLE ROOFING PER SPECS., FOUNDATION TO BE REM VED PER SPECS. ON UNDERLAYMENT, ON PLYWD. DEGtCING �I O'Qm^ W�aMM1 00 W O 4" THK. POUREDGONG REINFORCED w/6x6-2.ax2.q Y"M1 0- " II I II III lII IIi,i 0 --- -------— ----- r---------------------- — ----- Q0 ,vW--------- zO (5) NEW OVERHEAD F GARAGE DOORS PER SPECS. E PROVIDE D ) JACK STUDS BOTH ENDS I ra a�LWL^/ 00 AT ALL DOORS00 Iii l i I I i06 mjIV _ I i I 2 I I-"i/ " LVL HDR. I 2 I I--1 8" LVL HDR. I I l i 2 11-*7 I L HDR. I i Z V If IN Q'-O" '-6° q'-O" '-b" q'JO" $'-O" (10 Z Q I WWN CW L.L.. G 0 00%k F wft L INN I1 r R SO` T F" L 'uaft m mmft L A IN SCALE: 1/4" = 1' -0" SCALE: 1/4" = V -0" A A 06 Z- PROVIDE (4) 2x6 STUDS UNDER FLITCH ,� n PLATES, ALL ENDS 561011 N Q• V I v I J �• o R, 22'-5" EXISTING STRUCTURE 13'-7" ADDITION LL J• z 3 x 10'-Q" 14' 5" 10'-10" I = Z LL 7'-3" 7'-2" I a N W• U ui o N a I � W• v F_ Q I"'• V � 0 *— * * L-------------- _O CO CO- 2x10®I6" R.R. (2)II-7/8' LVL HDR z 01' -- --- _ /'!" ' i,' /�dr, /ii/i, ------------------ AO 2x10®I6" R.R. I 2xi06I6" R.R. I I -------------------"--------____ ' i O 2x10®I6" R.R. j �I Itu EXISTING MASONRY FOUNDATION TO _ GI _ _ REMAIN. VERIFY FOOTING SIZE 4 DEPTH (2)2x10 PU N ( x i j i AND OVERALL FOUNDATION CONDITION I 1 I % 1 F NEW > NEW CEDAR SHINGLE FINISH ON UNDERLAYMENT TO ARCHITECT I I I �o YO Q Q Z %��J V" Z_ PER SPECS., ON V PLYWD SHEATHING ON m I m 1�� I f WW�D STAIR 2x4®I6" STUD FRAMING REMOVE EXISTING FOUNDATION TO 1 I i ♦ l- i t ♦ I �I w/HNDRAIL ; u, .: ._ x x %z PE SPECS. LO Q Q O �, OL nl I pi 4" THK. POURED GONG. SLAB Q II I ~ s-r% I ~ „ REINFORCED w/6x6-2.q 2A MM Q -��- 2 II-If4��V� RIDGE��- --- N II-1 4 AVL RID _ PROVIDE SLAB INSULA ION BELOW - - i in s' N x T x 4 Q pN N //lap PER SPECS a _� n PROJECT NO: N I I I /4 P WD. UBFL oR I cp 1305 0 1 I I I I ®I I l p I p o I i i m DRAWN BY: I I I I N N ( I O �,� wl 0 N I N I 8" THL_ PIN K. POURED LONC. i TCS 4'-O" I 4'-O" CH BY: x ,i 1 14'-O" ♦< x 4'-Q" I 1 4'-O" 12'-8" FOUNDATION WA1tL, RE I NF. N v �r I N ;/; N AT TOP w/(2)#5 BAR %�- I O i i DATE: CASE ALL EXPOSED BUILT-UP BEAMS vi/'MDF, I I (2)2xio PU IN d - 2 2x10 PURLIN - PAINTED % VERIFY PROPER ; 8/29/19 O rn REIN b"xIb'. w�2#5 BAR URED q4ONc'. FOOTING _I F OTING UNDER NEW 1 NI I j PIER AT DOORS N I Ip I I — I i ; i SHEET TITLE: x N (2)11-7/8'�LVL HDR I I I - ---- --------- ------------ -------- J Tw21052*=Tw21052*=Tw21052* ITV I PLANS I I 3'-O" q'-O" '-6" q'-O" '-6" a' O" Ilk 5'-0" el fl le I I SHEET NO: I TI01ffkmm P' LAINE L 0 Fm 0 m wrft L NO FOUNUA •• _ " " SCALE. 1/4 — 1 -0 SCALE. 1/4 V -0" 0 BID & PER& MIT SET A A 36 O" I I41 10 22-5" EXISTING STRUCTURE 13'-7" ADDITION 10-10 I6'.4" 7'-6" 10'-6" 10'-6" 7'-6" I W -- - - TOW TW 46 T4846 ~ z F 10 Q V I II - AT EXISTING WALLS SHOT N TO I I I m UP REMAIN, REMOVE SHINGLES. Z _ --------------------------- -------------- I VERIFY CONDITION OF i i I I Q z LU FRAMING, AND SUPPLE NT I I J Q �cV v4/2x4 STUDS AS REOD I I I 1 cvI I I lddmmlL LINE OF EXISTING WALL ND i I Lmj WOOD STAIR 4 RAILING m TREATED CEDAR SHINGLE ROOFING PER SPECS., I it I I PER SPECS. FOUNDATION TO BE REM VED ON UNDERLAYMENT, ON /4 PLYWD. DECKING ( I t I Q �I I IIII O W SOI I _1�j I I ------- ♦A C� \1 NGfiz G I I------- c� z 00 – – — – – – – 1 ------- _ ;�, W O CN t I I 4" THK. POURED GONG. SLID i 5' I ,`� -- r N V W REINFORCED w16x6-2.ax2.ci Y%Mi I -a -� -- N V d F- � I IIII `, I I II I I --- ----i i----------------------,111 z (5) W z� I I = I I I I �N I I I I III II I I I �-� (3) NEW OVERHEAD iii I i I 1 i p 08 - I I I I GARAGE DOORS PER III I I I i i SPECS. III I I ( i Q W I I I I PROVIDE (3) JACK iii l i I I j ZQ STUDS BOTH ENDS III i i Q J AT ALL DOORS Iii l i I l i 0 _ (2)11-7 " LVL HDR. i 2II-7/8" LVL HDR. I I I i 2 I I-7 8" I L HDR. l i V Zoff-Oil q1I 101. 0 MQ Q O C� o Z rI Q I W cW FIR' S"Im FwmLOOR twiftLC SCALE: 1/4".= 1' -0" SCALE: 1/4" = 1' -0" A A 08 z• PROVIDE (4) 2x6 STUDS UNDER FLITCH co PLATES, ALL ENDS 36 O" Q• °' 4 I r v a I 22'-5" EXISTING STRUCTURE 13'-7" ADDITION W J• w z w x 10-4 14' 511 10-10" 2 a ( = Q LL .000 N 0 4 W• U ui N w. N x - N N' -- 052 52*— TW *— 21052* I 0 2x10®16" R.R. (2)II-7/8' LVL HDR z -- --- _ , ,;,:.,ii , ---------------- 901 lie- _2x10®I6" R.R. I_ 2x10®I6" R.R. INJ j I ------------ ---------- --------- I I Li I II `' O 2x10®I6" R.R. I I wl x I I _ry I Q N I EXISTING MASONRY FOUNDATION TO I � (2)2x10 PU N (y � (� x f�URL1f�T % REMAIN. VERIFY FOOTING SIZE 4 DEPTH, AND OVERALL FOUNDATION CONDITION NEW CEDAR SHINGLE FINISH ON UNDERLAYMENT TO ARCHITECT Q Q _Z ♦�t�J �) yv / z I PER SPECS., ON '/g" PLYWr� D SHEATHING ON I �i I ( mJP/ I M112 STAIR 2x4®Ib STUD FRAMING REMOVE EXISTING FOUNDATION TO I I 0 �r 1 1 I ♦ L !I / 1 �I w/H�.NDRAIL O O Ill �C v t1�J PE SPECS. N BELOW LEVEL OF NEW CONCRETE SLAB o I ( N I- `�`} I Lel/ o N N N N I d d N � � � 4" THK. POURED GONG. SLAB � .'� i .�c 018359-" p I I I ♦ REINFORCED w/6x6-2.a 2A WWM 2II-14LV� RIDGE�� ST G II-1 4" AVL RID _ PROVIDE SLAB INSULA ION BELOW N x T x Q d DN n j PER SPECS ry PROJECT NO: -. I I N w N , 0 1305 o ry 1 I 1 j g/4" Pl,�(WD. 1 BFLZQOR ry ®I 11 O I O j BRAWN BY: O N I I I I " I TCS Lu 8THK. PORED LONC.O ' O..4'-O" 4'-0" CHECKED 41-011 FOUNDATION WAUL, REINF. 2-8 N ryl N N AT TOP w/(2)#5 BAR I I ♦ I o F i DATE: 1 / _►I ` 1 I I I CASE ALL EXPOSED BUILT-UP BEAMS V4/MDF, I I 8/29/19 (2)2x10 P IN 2 2x10 PURLIN PAINTED 8"x16" POURED GONG. FOOTING i _ VERIFY PROPER 0= REINF. w/(2)#5 RI'BAR I m � ! � FOOTING UNDER NEW I1 I I � 1 N I 1 ! PIER AT DOORS N I I 1/4" = 1' - 0�� SHEET TITLE: NKG (2)II-7/8' LVL HDR X ---------------------------� ---------- ------- PLANS TW21052*=TW21052*=TW21052* I --- ----------- I- I I I SHEET NO: Mmo U r% A =111"I 0 LjA I Im Pft L A IF" SCALE: 1/4 - 1 -0 SCALE: 1/4" = 1' —0" A " E— Z Ua L) 0 Z M TREATED CEDAR SHINGLE ROOFIN6 PER SPECS., Z ~ ON UNDERLAYMENT, ON 5/4" PLYWD. DECKING Q uj I J a ' � m - - - - - -- - - ------ - --- - ° V c� Z TW21052* TW21052* TW21052* LINE OF EXISTING &ABLE ROOF TO BE REMOVED TW21052* TW21052* Lu O Ixb PVC RAKE FASCIA, CURVED AS REOV. AT W GURVIN6 EAVE. PROVIDE Ixb PVC FRIEZE BOARD V UNDER OVERHANG E a a x ~ -__ - - - --- - SECOND FLOOR E �- (j W - - - -- - - -- - - - - - - - - -- -- -- - - -- - - -- -- -- -- --- - -- - --- - -- --�--r - Z Ixb FASCIA WALUMINUM GUTTER PER SPECS TIED TO SUBSURFACE DRAINA&E. PROVIDE VENTED SOFFIT BELOW 8 Ixb PVC FRIEZE Ca Q LI.I CEDAR 5HIN6LE5 w/6" EXPOSURE PER SPECS ON Z UNDERLAYMENT ON s/8" PLYWD. SHEATHING a J TW2846 TW 846 TW2846 06 VINYL GLAD WINDOWS w/514"x4" PVC GA5IN6. _ cl) U PROVIDE 2" THICK PVC SILL Z a NEW WALL FRAMING EXISTIN WALL FRAMING O W GARAGE SLAB m — •- - ------ - - --- ---- - - -- - - -- -- ---- - - ---- -- -- - - - - -- - - - - -- --- - - ---- > A O EXISTING FOUNDATION I I I NEW FOUNDATION BEYOND I I OZ roll mi I I , __ ____ __ ____ __ __ __ _ _ __ _ I W W -- -- - -- - - - -- -- -- - ---- -$ -- - - -- ---- -- ---- -- -- --- -- ---- --- - -- - --- - - - - -- - - -- - - - � I IL N Am' m ETH L E'R ff T1 Ads& E A 0 bmk T L E"va "wu 'Am T A 0 ff*' I III Suu ] E vA tim SCALE: 1/4" = 1' -0" SCALE: 1/4" = V -0" cif z A co <. M � (n � a CC M C• Q e FN- O w -j- w z wQ I t- R z LL W• W M D v Q 2te) O en TREATED CEDAR 5HIN&LE ROOFING PER 5PEC5., uJ• N F ON UNDERLAYMENT, ON 3/4" PLYWD. DEGKIN6 01 cn cf)- I VINYL GLAD WINDOWS w/5/4"x4" PVC GASIN6. r6Fr--r — PROVIDE 2" THICK PVC SILL -- - ---- - - - - - - - - i I TW21052* TW21052* LINE OF EXISTING &ABLE ROOF TO BE REMOVED * . TW21052* TW21052 TW21052* Ixb PVC, RAKE FASCIA, CURVED AS REG'D. AT o��c C s- x GURVIN6 EAVE. PROVIDE Ixb PVC FRIEZE BOARD UNDER OVERHANG �- — —— — — — — ———— —— — —— — SECONDFLOOR ---- -- - - - - - - - - - - - - - — — — — — — — — — — — — — — — —— — — — — — —— — 1 �; Ixb FASCIA WALUMINUM &UTTER PER SPECS, TIED TO SUBSURFACE DRAINAGE. PROVIDE VENTED r \ N SOFFIT BELOW 4 Ix5 PVC FRIEZE PROJECT NO: 1305 CEDAR SHINGLES vi/b" EXPOSURE PER SPECS ON F-17 I DRAWN BY: UNDERLAYMENT ON V PLYWD. SHEATHIN& TCS TW2846 I�_b :7 N7 I r\\K ECKE-D 67: (5) a'x 7" HIGH OVERHEAD GARAGE DOORS Y4/POWER OPENERS, PER SPECS. MATE: 8/29/19 GARAGE SLAB i -- -- --- - -- - --- - --- - --- -- - --- -- -- - - - - -- -- - - -- - - EXISTING FOUNDATION TO REMAIN I > I I SHEET TITLE: NEW FOUNDATION LEYOND ELEVATIONS i H ELEVATION' ELEVAa TION SCALE: 1/4" = V -0" SCALE: 1/4" = 1' -0" SHEET NO: "tm"Ski D & "Fah' ERMIT SET REV1510N5 Lu F- z o a Y z o F_ J a m � w>_ CC m O U � z w o v v v w a VENTED W (- OVEN RIDGE GAP. PROVIDE BUILT-UP RIDGE BEAM � PER SECOND FLOOR PLAN O W --- - I2 z 1El f - x - — --X l��k'"�Z' % `' / ' /\ i/ \' f b TREATED WOOD SHINGLES ON UNDERLAYMENT PER SPECS ON 0_ _ � max- � - . � ^1-1 /yI" 5/4" PLYWD. DEGKIN6 ON 2x10®Ib" R.R. Y4/'R-50 BATT INSULATION p� _t1/ 1 II -oIr w j z a y} (2)2x10 FLITCH PLA ` ,` �� 08 _ -------- -----Z - Y2" GYP. I D. FINISH BUILT UP PURLIN PER SECOND FLOOR PLAN Z Q O uj m _ 12 Q c!) w x=' I8 > O T1E1 O o VINYL GLAD WINDOW PER PLANS, ELEVATIONS 4 SPECS. w W 11 PROVIDE SMOOTH, CURVED TRANSITION BETWEEN GAMBREL g/4 PLYWD. SURFER. ON TJI FRAMING PER PLANS �-�- RAFTERS AND TAILS BELOW BEAR LOWER 6ABREL ROOF FRAMING ON 2x10 PLATE PROVIDE FLASHING AT WINDOW SILL, WATERTIGHT 12 X 14 m � N PROVIDE WEB STIFFENER AT JOISTS SUPPORTING ROOF LOADS, Ixb PVC FASCIA wNENTED PVC SOFFIT BELOW. PROVIDE Ixb PER FLOOR PLANS AND SPECS. �� J PVC FRIEZE BOARD BELOW, CONTINUOUS AT PERIMETER �� 5/8" TYPE 'X' GYP. otl Z - BD. FINISHCD BUILT-UP HDR. SEE PLANS FOR SIZE co a _j Y ^ c � THREE (5) OVERHEAD GARAGE DOORS PER SPECS, Z ° W -j z3 NEW WINDOW 4 HDR. PER PLANS IN EXISTING WALL • w '� � a z � STAIRS AND RAILING TO UPPER LOFT PER SPECS _ — G A Q (1 Lu. N O DL m:) a � REMOVE EXI5TINGONG. SLAB AT EXISTING BUILDIN6. G a PROVIDE NEW REINFORCED GONG. SLAB AT ENTIRE INTERIOR Q I`• v SPACE, WCONTROL JOINTS PER SPECS. c� c) EXISTING 2x4®16" FRAMED WALL, w/STUDS 515TERED w/NEW TO MATCH. EVALUATE SHEATHING AND ADVISE ARCHITECT ON 5'-0" WIDE REINF. GONG. VERGE SUFFICIENCY. PROVIDE NEW UNDERLAYMENT AND SHINGLES PER SPECS, TO MATCH yi ..�..w ::+i. rf i- niJ.' �:t :"A.2"" ..::�M"�••".;.. :A':• r:7.:.•. iY' 'S': '},'�.+. :;0.4,.,,. ^.F'f:' .0.:l.' ''<i..i;.•. °i:w f,k, ..d i( R<:.i:::'y'I,..:'%. •:f�'�✓:te• `.J'.S:::r: ;� .P..1.,.. .kLr.. ' III—III=III-111_111 -��F� —III—III—III—III—III—III—III—III—II I—III—III—III II—III-111_111—III—III—III—III—III—I II—III—III=III xk�: III=III—III=III=111=1II— ��' �© EXI5TING GONG. FOUNDATION WALL TO REMAIN. INSPECT FOR =1 I I=1 I I=1 I I=1 11=:` III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=III=1 I I=1 I_=III=III=1 I I=1 I I=111=1 I I=1 I I=1 I I=1 I I=1 } .. = 5" THK. POURED GONG. FOUNDATION WALL REINF. DEFECTS AND ADVISE ARCHITECT : : =III=III=III=III=III=III=III=III=III=III=1 I I=III I I=1 I I=III=111=1 I I=111=1 I I=1 11=1 11=1 I I=1 I I=1 I I=1 I I ..;; III=1 I I=11 I=1 I I=111 W(2)#5 REBAR AT TOP EDGE I=111111=1 -111_1 I I-II I ..y:' _III-III-III-III-III-I 11-1 I I-III-III-III-III-III I I_I I I_I I I-I I I_I 11-I I I-I 11-I 11=1 11=1 11-1 I I-III-I I I 5 111-III-III-III-I I M L; 11=111=111 , •k:.;r�:,.': 1=111=111=III=11 I=11 I=11 I=11 I=11 I=111=111=111=11 I III=111=III-III=11 I=111=III=11 I=111=111= _ _ , III=111=SECTION THRU I GROSS GAMBREL = _ _ = S�GTION THRU GAMBREL ROOF_I I I=1 I 1=1 `'>>;; 8"x16" GONG. FOOTING REINF. w/(2)#5 REBAR -I I I=111=_�=I I I=I I I=111=I I I=I I I=111=111=111=III=III=111=III 111=I I I=111=111-1 I I-111-111=III=111=I I I=I I I=I I I===I I I=I I I=111=111—. < ,, °sSJfl —1 11=1 I I 11=1 11=1 I I—I 1511 I—I 11=1 11=1 I MI 11=1 11=1 11=1 11=1 I I- 11=111=1 I I—I I I—I I I—I I I—I 11=1 11=1 I El 11=1 I I—I 11=1 I I I I—I I I—I I I—I 11=1 11=1 I I R :a i=I I I=1 I MI I -111=111=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I-I 11111-I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I-111-I I I=I I I=I I I-I I I=1 =1 I I=1 I I=1 I I=1 I I=1 11=1 I I=111=1 11=1 I I=1 I I=1 I I=1 I I=1 11=1 I I =I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=1 I I=I I I=I I I=I I I=I I I=I I I=I I I=1 II=I I I= PROJECT NO.: 1305 I—III=111=111=111=111—III-1 11—I 11-1 I MI 11=1 11=1 11—I 11—I 11 111=1 1 1_1II—I 11—I I I-1 I I—I I GI 11—I 11—I 11-1 11=1 11=1 I SA I MI 11—I I I I I 1=1 I 1=1 I -1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I—III I I—I 11=1 I I=i i 1=1 I I—I 11=1 I I—I 11=1 11=1 11=1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 11= I�=1 I MI M 11=1 11=1 11=111=111=1 11=I I I-111-1 I I-1 I I—I 11—I 11=1 11=1 11-1 I I—I 11=1 11=1 11=1 11=1 11=1 I I=1 I I-111-1 I I-1 11—III-1 11=111=1 11=1 11=�I DRAWN BY: =1 I I=1 11=1 I MI I MI 11=1 I I=1 I I=1 11=1 11=1 11=1 I I-1 11=1 I I-1 11=1 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 11=111=111=11 I-11 I-1 I MI 11=1 11=1 I I-1 I I-1 11= TCS =1 11=1 11=1 11=1 11=1 I I—I 11=1 I I-1 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 i 1=1 11=1 11=1 I I—I 11=1 11=1 I I—I 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 11=1 11- 'I 1511 1=111=111=X1111II 115111 1II��III��III��1I1„111„ I1��115115115111 III—III=III=III=III=111 111,;,111,;,111'E II;,111— CHECKED BY: II 111—III. —111=1 [3U III—III= DATE: 8/29/19"L D N E 10 H. I-111—I SCALE: 3/8" = 1' -0" SCALE: „ — ,_ 3/8 1 0•• SHEET TITLE: NOTE: SEE FLOOR PLANS FOR LOCATION OF 5EGTION OUT: IT J065 THRU BLDG. BUILDING SECTION 'A' SHEET NO: BID & PERMIT SET